2017
24
1
1
0
Effect of UltraFine SiO2 and Metakaolin on High Strength Concrete in Aggressive Environment
Effect of UltraFine SiO2 and Metakaolin on High Strength Concrete in Aggressive Environment
2
2
The behavior of SiO2 and metakaolin in aggressive environment when used separately as a supplementary cementitious material was studied for three different replacement levels: 5%, 10% and 15%. SiO2 and metakaolin were used in two states namely unground and ground (ultrafine). Ultrafine state was achieved by subjecting the mineral admixtures to grinding in a planetary ball mill for an optimum period of one hour. The microstructure of the unground and ground mineral admixtures was studied using Scanning Electron Microscope and XRay Diffraction. The compressive strength of these systems in normal and aggressive environment was tested after initial curing in water for a month and subsequent curing in acid or base environment for a period of three months to arrive the rate of deterioration. The rate of corrosion in rebars was also determined using Halfcell potential method. The results obtained from the tests were compared with control concrete. From the results it was understood that concrete with 10% ground SiO2 and 5% ground metakaolin provided better resistance to deterioration and corrosion. It also exhibited improved microstructure as well as filler action. Comparing the results of two admixtures, performance of concrete with ground metakaolin found to be better than ground SiO2
1
The behavior of SiO2 and metakaolin in aggressive environment when used separately as a supplementary cementitious material was studied for three different replacement levels: 5%, 10% and 15%. SiO2 and metakaolin were used in two states namely unground and ground (ultrafine). Ultrafine state was achieved by subjecting the mineral admixtures to grinding in a planetary ball mill for an optimum period of one hour. The microstructure of the unground and ground mineral admixtures was studied using Scanning Electron Microscope and XRay Diffraction. The compressive strength of these systems in normal and aggressive environment was tested after initial curing in water for a month and subsequent curing in acid or base environment for a period of three months to arrive the rate of deterioration. The rate of corrosion in rebars was also determined using Halfcell potential method. The results obtained from the tests were compared with control concrete. From the results it was understood that concrete with 10% ground SiO2 and 5% ground metakaolin provided better resistance to deterioration and corrosion. It also exhibited improved microstructure as well as filler action. Comparing the results of two admixtures, performance of concrete with ground metakaolin found to be better than ground SiO2
1
10
B.
Karthikeyan
B.
Karthikeyan
School of Civil Engineering, SASTRA University, Thanjavur613401, India
School of Civil Engineering, SASTRA University,
Iran
bk@civil.sastra.edu
G.
Dhinakaran
G.
Dhinakaran
School of Civil Engineering, SASTRA University, Thanjavur613401, India
School of Civil Engineering, SASTRA University,
Iran
gd@civil.sastra.edu
Ultrafine
half cell potential
aggressive environment
Deterioration
rate of corrosion DOI: 10.24200/SI.TCE.01
On the improvement of steel plate shear wall behavior, using energy absorbent element
On the improvement of steel plate shear wall behavior, using energy absorbent element
2
2
Structural engineers have recognized unstiffened Steel Plate Shear Wall (SPSW) as an economical lateral resisting system, due to the postbuckling capacity, energy dissipation and deformability. This study investigates practical application of an added Energy Absorbent Element (EAE), subjoined to the SPSW in order to improve seismic behavior of the SPSW.The EAE is an aluminum shear panel with or without bracings and surrounding frame. Furthermore, a series of parametric studies are implemented to examine the effect of dimensions, position and formation of the EAE. It is assumed that the lateral loading is applied as quasistatic loading. Further, nonlinearity of the material and the geometry are included in the models. The results reveal that by adding the EAE adjacent to the surrounding frame of the SPSW, not only dissipated energy but also ultimate strength of the system can be efficiently increased.
1
Structural engineers have recognized unstiffened Steel Plate Shear Wall (SPSW) as an economical lateral resisting system, due to the postbuckling capacity, energy dissipation and deformability. This study investigates practical application of an added Energy Absorbent Element (EAE), subjoined to the SPSW in order to improve seismic behavior of the SPSW.The EAE is an aluminum shear panel with or without bracings and surrounding frame. Furthermore, a series of parametric studies are implemented to examine the effect of dimensions, position and formation of the EAE. It is assumed that the lateral loading is applied as quasistatic loading. Further, nonlinearity of the material and the geometry are included in the models. The results reveal that by adding the EAE adjacent to the surrounding frame of the SPSW, not only dissipated energy but also ultimate strength of the system can be efficiently increased.
11
18
Fereshteh
Emami
Fereshteh
Emami
Department of civil engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran
Department of civil engineering, Science
Iran
sf_emami@yahoo.com
Massood
Mofid
Massood
Mofid
Civil Engineering Department, Sharif University of Technology, Tehran, Iran
Civil Engineering Department, Sharif University
Iran
mofid@sharif.edu
Steel shear wall
lateral loading
shear strength
Energy dissipation
Energy absorbent element DOI:10101010
The objective design of triangular bucket for dam's spillway using Nondominated Sorting Genetic Algorithm II: NSGAII
The objective design of triangular bucket for dam's spillway using Nondominated Sorting Genetic Algorithm II: NSGAII
2
2
Ski jump is one of the most eective structures in energy dissipation over spillways. Spillways have long been of practical importance to safety of dams. The major criteria in hydraulic design are based on the analytical and empirical methods. In the current study, in order to increase chute spillway eciency, a multiobjective evolutionary algorithm known as the Nondominated Sorting Genetic Algorithm II (NSGAII) has been utilized to design the optimal triangular bucket angle and chute width. In design method, two separate objective functions have been used. In the rst objective function, equations of dynamic pressure of the bucket, the jet length after bucket, and the scour depth have been used. The second objective function is related to construction volume of chute spillway. For calibrating the rst objective function, characteristics of Karoon III dam have been used as a case study. The dierence between design parameters of Karoon III spillway and those from NSGAII algorithm method is less than 12 percent. According to the results, if the jet length is considered as the most impressive parameter in the rst objective function, design of the spillway becomes frugal.
1
Ski jump is one of the most eective structures in energy dissipation over spillways. Spillways have long been of practical importance to safety of dams. The major criteria in hydraulic design are based on the analytical and empirical methods. In the current study, in order to increase chute spillway eciency, a multiobjective evolutionary algorithm known as the Nondominated Sorting Genetic Algorithm II (NSGAII) has been utilized to design the optimal triangular bucket angle and chute width. In design method, two separate objective functions have been used. In the rst objective function, equations of dynamic pressure of the bucket, the jet length after bucket, and the scour depth have been used. The second objective function is related to construction volume of chute spillway. For calibrating the rst objective function, characteristics of Karoon III dam have been used as a case study. The dierence between design parameters of Karoon III spillway and those from NSGAII algorithm method is less than 12 percent. According to the results, if the jet length is considered as the most impressive parameter in the rst objective function, design of the spillway becomes frugal.
19
27
S.H.
Hojjati
S.H.
Hojjati
Faculty of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran.
Faculty of Civil and Environmental Engineering,
Iran
S.A.A.
Salehi Neyshabouri
S.A.A.
Salehi Neyshabouri
Water Engineering Research Institute, Faculty of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran.
Water Engineering Research Institute, Faculty
Iran
Triangular ip bucket
Chute spillway width
Ski jump
NSGAII algorithm
Karoon III dam
SELECTION OF VARIOGRAM MODEL FOR SPATIAL RAINFALL MAPPING USING ANALYTICAL HIERARCHY PROCEDURE (AHP)
SELECTION OF VARIOGRAM MODEL FOR SPATIAL RAINFALL MAPPING USING ANALYTICAL HIERARCHY PROCEDURE (AHP)
2
2
In geostatistical analysis, spatial interpolation at any unmeasured point is done using the parameters of a variogram model that matches the experimental data. Several variogram models can be used and the accuracy of the spatial map produced depends on the selection of the most appropriate variogram model that fits the spatial distribution of the experimental data. Therefore, in this study, a multiplecriteria decisionmaking method, Analytical Hierarchy Procedure (AHP), is used to evaluate and select the best variogram model for mapping spatial rainfall in the upper reaches of the Kelang River basin in Malaysia. Using daily rainfall data from 71 rain gauge stations, geostatistical analysis was done with the Ordinary Kriging interpolation method and 5 alternatives of variogram models, namely Spherical, Tetraspherical, Pentaspherical, Exponential and Gaussian for spatial rainfall mapping. The accuracy of the spatial rainfall map was evaluated using four criteria of spatial interpolation error indicators, which are RootMeanSquare Error (RMSE), Average Standard Error (ASE), Mean Standardized Error (MSE) and RootMeanSquare Standardized Error (RMSSE). The results showed that the Spherical model was ranked at the top for producing the best spatial rainfall map of the study area.
1
In geostatistical analysis, spatial interpolation at any unmeasured point is done using the parameters of a variogram model that matches the experimental data. Several variogram models can be used and the accuracy of the spatial map produced depends on the selection of the most appropriate variogram model that fits the spatial distribution of the experimental data. Therefore, in this study, a multiplecriteria decisionmaking method, Analytical Hierarchy Procedure (AHP), is used to evaluate and select the best variogram model for mapping spatial rainfall in the upper reaches of the Kelang River basin in Malaysia. Using daily rainfall data from 71 rain gauge stations, geostatistical analysis was done with the Ordinary Kriging interpolation method and 5 alternatives of variogram models, namely Spherical, Tetraspherical, Pentaspherical, Exponential and Gaussian for spatial rainfall mapping. The accuracy of the spatial rainfall map was evaluated using four criteria of spatial interpolation error indicators, which are RootMeanSquare Error (RMSE), Average Standard Error (ASE), Mean Standardized Error (MSE) and RootMeanSquare Standardized Error (RMSSE). The results showed that the Spherical model was ranked at the top for producing the best spatial rainfall map of the study area.
28
39
Mohd Zaharifudin
Muhamad Ali
Mohd Zaharifudin
Muhamad Ali
1PhD Student, Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia
1PhD Student, Department of Civil Engineering,
Iran
zaharifudin@siswa.um.edu.my
Faridah
Othman
Faridah
Othman
Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia
Department of Civil Engineering, Faculty
Iran
faridahothman@um.edu.my
Spatial rainfall mapping
geostatistical analysis
variogram model
Kriging interpolation
Analytical Hierarchy Procedure (AHP)
Evaluation of sensitivity of CBFs for types of Bracing and story numbers
Evaluation of sensitivity of CBFs for types of Bracing and story numbers
2
2
Recently, there has been lots of studies about ductility reduction factor of CBFs, because AISCs seismic design provision has been changed significantly since 2010, So a comprehensive study is needed for seismic designing and ductility reduction factor of CBFs. In this study, about 160, 2D CBFs with different types of bracing are designed according to AISC341, and ductility reduction factor of designed frames is compared for types and form of bracing in the height of frames. The results confirm that ductility reduction factor and response modification factor of CBFs, are mostly dependent on types and form of bracing. Also, maximum allowable height of OCBFs Can be reduced for some types of bracing and increased for some other types of bracings. for SCBFs ductility reduction factor depends on the bracing type and number of frame stories. For most of studied SCBFs, ductility reduction factor can't be achived for more than tenstory frames, so for these kind of frames, maximum allowable height should be decreased or smaller response modification factor should be used. For double large scale CBFs, Because of the enormous stiffness of one to seven story frames, ductility reduction factor can't be obtained and smaller response modification factor should be used.
1
Recently, there has been lots of studies about ductility reduction factor of CBFs, because AISCs seismic design provision has been changed significantly since 2010, So a comprehensive study is needed for seismic designing and ductility reduction factor of CBFs. In this study, about 160, 2D CBFs with different types of bracing are designed according to AISC341, and ductility reduction factor of designed frames is compared for types and form of bracing in the height of frames. The results confirm that ductility reduction factor and response modification factor of CBFs, are mostly dependent on types and form of bracing. Also, maximum allowable height of OCBFs Can be reduced for some types of bracing and increased for some other types of bracings. for SCBFs ductility reduction factor depends on the bracing type and number of frame stories. For most of studied SCBFs, ductility reduction factor can't be achived for more than tenstory frames, so for these kind of frames, maximum allowable height should be decreased or smaller response modification factor should be used. For double large scale CBFs, Because of the enormous stiffness of one to seven story frames, ductility reduction factor can't be obtained and smaller response modification factor should be used.
40
52
abazar
Asghari
abazar
Asghari
Iran
a.asghari@uut.ac.ir
Behnam
Azimi Zarnagh
Behnam
Azimi Zarnagh
Iran
behnam.azimi@civil.uut.ac.ir
Key words: Ductility reduction factor
Response modification factor
steel concentrically braced frames
double large scale concentrically brace
Push over analysis
Target displacement
Application of damage spectra as seismic intensity measures in Endurance Time method for steel momentresisting frames
Application of damage spectra as seismic intensity measures in Endurance Time method for steel momentresisting frames
2
2
In seismic resistant design of moment frames, the structure behavior under earthquakes has to be examined, considering various damage criteria. Damage indices can be estimated by using endurance time (ET) method with minimum computational effort. The quality of this estimation can be improved in different ways. In this paper, the graphs of a certain damage index versus natural period of the structure, called damage spectra, are produced applying intensifying ET records and scaled ground motions (GM). Then the excitation duration of ET acceleration functions (target time) is modified in order to reach acceptable consistency between ET and GM damage spectra. Moreover, various damage indices of a steel moment frame at two hazard levels are evaluated via nonlinear timehistory analyses of the structure under scaled earthquakes and ET records. It is observed that the frame damage estimation can be improved by modifying the target time of ET records based on damage spectra; in addition, in most cases, there are negligible discrepancies between values of frame damage indices corresponding to ground motions and ET acceleration functions with the damagebased target time.
1
In seismic resistant design of moment frames, the structure behavior under earthquakes has to be examined, considering various damage criteria. Damage indices can be estimated by using endurance time (ET) method with minimum computational effort. The quality of this estimation can be improved in different ways. In this paper, the graphs of a certain damage index versus natural period of the structure, called damage spectra, are produced applying intensifying ET records and scaled ground motions (GM). Then the excitation duration of ET acceleration functions (target time) is modified in order to reach acceptable consistency between ET and GM damage spectra. Moreover, various damage indices of a steel moment frame at two hazard levels are evaluated via nonlinear timehistory analyses of the structure under scaled earthquakes and ET records. It is observed that the frame damage estimation can be improved by modifying the target time of ET records based on damage spectra; in addition, in most cases, there are negligible discrepancies between values of frame damage indices corresponding to ground motions and ET acceleration functions with the damagebased target time.
53
64
Mohammad
MalikiAmin
Mohammad
MalikiAmin
Sharif University of Technology
Sharif University of Technology
Iran
mjmaleki@yahoo.com


Homayoon
E. Estekanchi
Sharif University of Technology
Sharif University of Technology
Iran
stekanchi@sharif.edu
damage spectra
Endurance Time Method
steel moment frame
damage indices
seismic resistant design
Experimental study on behavior of soilwaste tire mixtures
Experimental study on behavior of soilwaste tire mixtures
2
2
Waste tires are extensively being used in civil engineering applications to improve flexibility and elastic properties of the base foundation material. Moreover, by using pure tires or soiltire mixtures, rubber stockpiles which cause lots of environmental contaminations are being consumed. The objective of this research is to study the strength and modulus variations of sands when combined with rubber materials in different sizes and percentages. To this reason, triaxial experiments were performed on various sandrubber mixtures using static triaxial apparatus. Samples were constructed at the maximum dry density and optimum moisture content to consider engineering applications in dry regions. The results show that rubber content and rubbersand particle size ratio,D50,r/D50,s, significantly affect the mixture behavior in the manner which increase in the former and decrease in the latter leads to more softening behavior. Furthermore, specific combination of sand and rubber which may improve the elastic properties of the mixture is proposed as a base flexible layer.
1
Waste tires are extensively being used in civil engineering applications to improve flexibility and elastic properties of the base foundation material. Moreover, by using pure tires or soiltire mixtures, rubber stockpiles which cause lots of environmental contaminations are being consumed. The objective of this research is to study the strength and modulus variations of sands when combined with rubber materials in different sizes and percentages. To this reason, triaxial experiments were performed on various sandrubber mixtures using static triaxial apparatus. Samples were constructed at the maximum dry density and optimum moisture content to consider engineering applications in dry regions. The results show that rubber content and rubbersand particle size ratio,D50,r/D50,s, significantly affect the mixture behavior in the manner which increase in the former and decrease in the latter leads to more softening behavior. Furthermore, specific combination of sand and rubber which may improve the elastic properties of the mixture is proposed as a base flexible layer.
65
71
Mahdi
Ehsani
Mahdi
Ehsani
Iran
mahdi.ehsani@yahoo.com
Nader
Shariatmadari
Nader
Shariatmadari
Iran
shariatmadari@iust.ac.ir
S. M.
Mirhosseini
S. M.
Mirhosseini
Iran
smmirhos@aut.ac.ir
Soiltire mixture
Triaxial experiment
Softening behavior
Elastic properties
Flexible layer
Fatigue life prediction of the modified asphalt mixtures with ANFIS modeling
Fatigue life prediction of the modified asphalt mixtures with ANFIS modeling
2
2
In this study, the effect of StyreneButadieneStyrene (SBS) modification on physical and mechanical properties of hot mix asphalt, in terms of fatigue characteristics, are evaluated.As such, 87 samples were prepared using 15 different mixtures, and the repeated loadfatigue indirect tensile test was applied to these samples using a Süleyman Demirel University (SDU) asphalt tester apparatus. In addition, it is also used to analyze the effects of gradation, bitumen percentage, loading, and polymer type on fatigue behavior. 18 control samples were prepared to analyze the effect of SBS modification on fatigue performance. The other objective of the study is to present the reliability of the computer controlled repeated loading test apparatus. Linear regression and Adaptive Neuro Fuzzy Inference System (ANFIS) was used to analyze the results of the test, and models were developed and analyzed in terms of modeling. At the end of the study, the variables that are effective in improving the fatigue performance are addressed in detail, as well as the ANFIS environment likely to be used in nonlinear modeling of such studies.
1
In this study, the effect of StyreneButadieneStyrene (SBS) modification on physical and mechanical properties of hot mix asphalt, in terms of fatigue characteristics, are evaluated.As such, 87 samples were prepared using 15 different mixtures, and the repeated loadfatigue indirect tensile test was applied to these samples using a Süleyman Demirel University (SDU) asphalt tester apparatus. In addition, it is also used to analyze the effects of gradation, bitumen percentage, loading, and polymer type on fatigue behavior. 18 control samples were prepared to analyze the effect of SBS modification on fatigue performance. The other objective of the study is to present the reliability of the computer controlled repeated loading test apparatus. Linear regression and Adaptive Neuro Fuzzy Inference System (ANFIS) was used to analyze the results of the test, and models were developed and analyzed in terms of modeling. At the end of the study, the variables that are effective in improving the fatigue performance are addressed in detail, as well as the ANFIS environment likely to be used in nonlinear modeling of such studies.
72
81
Mesut
TIĞDEMİR
Mesut
TIĞDEMİR
Süleyman Demirel University Engineering Faculty Civil Engineering, Transportation Department ISPARTATURKEY
Süleyman Demirel University Engineering
Iran
mesuttigdemir@sdu.edu.tr
Ş. Figen
KALYONCUOĞLU
Ş. Figen
KALYONCUOĞLU
Süleyman Demirel University Engineering Faculty Civil Engineering, Transportation Department ISPARTATURKEY
Süleyman Demirel University Engineering
Iran
figenkalyoncuoglu@sdu.edu.tr
fatigue performance
polymer modified asphalt
SBS
ANFIS
Modeling
Stability Analysis of Dry Sandy Slopes Adjacent toDynamic Compaction Process
Stability Analysis of Dry Sandy Slopes Adjacent toDynamic Compaction Process
2
2
Dynamic compaction is a useful economic method for improving different soil types, especially loose sandy fills. However, the method has been rarely used in the vicinity of slopes due to stability concerns. In this research, dynamic compaction method adjacent to slope edge was numerically simulated using 2D plainstrain finite element models. Stability of slope models under different compaction energies and slope geometries at the same initial static factor of safety (FS) was investigated considering different stability criteria. These criteria include peak particle velocity (PPV) or peak particle displacement (PPD) on the slope, rate of change in plastic volumetric strains, yield stress ratio on the induced slip surface and the ratio of crater depths in flat and sloped models. Safe compaction distances from slope heel were calculated for different criteria and it was concluded that PPV criterion yields the most conservative distances but PPD criterion almost shows the smallest safe distances. Based on comparison of different criteria, it was concluded that combination of yield stress ratio and rate of plastic volumetric strain achieves the most acceptable safe compaction distance values for consideration in slope stability analyses.
1
Dynamic compaction is a useful economic method for improving different soil types, especially loose sandy fills. However, the method has been rarely used in the vicinity of slopes due to stability concerns. In this research, dynamic compaction method adjacent to slope edge was numerically simulated using 2D plainstrain finite element models. Stability of slope models under different compaction energies and slope geometries at the same initial static factor of safety (FS) was investigated considering different stability criteria. These criteria include peak particle velocity (PPV) or peak particle displacement (PPD) on the slope, rate of change in plastic volumetric strains, yield stress ratio on the induced slip surface and the ratio of crater depths in flat and sloped models. Safe compaction distances from slope heel were calculated for different criteria and it was concluded that PPV criterion yields the most conservative distances but PPD criterion almost shows the smallest safe distances. Based on comparison of different criteria, it was concluded that combination of yield stress ratio and rate of plastic volumetric strain achieves the most acceptable safe compaction distance values for consideration in slope stability analyses.
82
95
Elham
Ghanbari
Elham
Ghanbari
School of Engineering, Kharazmi University, Tehran, Iran
School of Engineering, Kharazmi University,
Iran
Amir
Hamidi
Amir
Hamidi
School of Engineering Kharazmi University P.O.Box 15614, Tehran, Iran
School of Engineering Kharazmi University
Iran
hamidi@khu.ac.ir
Dynamic compaction
slope stability
safe distance
particle velocity
crater depth
Effect of reinforcement geometry on the performance of a reducedscale strip footing model supported on geocell reinforced sand
Effect of reinforcement geometry on the performance of a reducedscale strip footing model supported on geocell reinforced sand
2
2
Geocell is an effective type of geosynthetics for improving the performance of reinforced soil foundations due to provision of lateral confinement for the infill soil. In this research, in order to study the bearing pressuresettlement response of geocell reinforced sand, a reducedscale physical model is developed and geocells with various geometrical dimensions (height, pocket size and width) produced from woven geotextile are used to reinforce sand bed. Strip footing model is then loaded monotonically to ultimate failure level and the influence of geocell geometrical properties on the improvement in bearing capacity and settlement of footing is described. The results show that by increasing height and decreasing pocket size of geocell, the beneficial effect of geocell reinforcement increases substantially. For the highest geocell used in the tests at settlement level of 6%, improvement in bearing capacity and percentage reduction in footing settlement is obtained as 2.1 and 48% respectively. The optimum width of geocell is determined five times the foundation width beyond which the improvement effect is negligible. It is also concluded that substituting a single layer of geocell reinforcement with 2 halfheight and 4 quarterheight geocell layers results in 10% and 22% decrease in the ultimate bearing capacity respectively.
1
Geocell is an effective type of geosynthetics for improving the performance of reinforced soil foundations due to provision of lateral confinement for the infill soil. In this research, in order to study the bearing pressuresettlement response of geocell reinforced sand, a reducedscale physical model is developed and geocells with various geometrical dimensions (height, pocket size and width) produced from woven geotextile are used to reinforce sand bed. Strip footing model is then loaded monotonically to ultimate failure level and the influence of geocell geometrical properties on the improvement in bearing capacity and settlement of footing is described. The results show that by increasing height and decreasing pocket size of geocell, the beneficial effect of geocell reinforcement increases substantially. For the highest geocell used in the tests at settlement level of 6%, improvement in bearing capacity and percentage reduction in footing settlement is obtained as 2.1 and 48% respectively. The optimum width of geocell is determined five times the foundation width beyond which the improvement effect is negligible. It is also concluded that substituting a single layer of geocell reinforcement with 2 halfheight and 4 quarterheight geocell layers results in 10% and 22% decrease in the ultimate bearing capacity respectively.
96
109
محسن
کارگر
Mohsen
Kargar
Iran
mohsenkargar@yahoo.com
سید مجدالدین
میر محمد حسینی
S. Majdeddin
Mir Mohammad Hosseini
Iran
mirh53@yahoo.com
Bearing capacity
settlement
Strip footing
reinforced sand
Geocell geometry
Physical model
Seismic Wave Scatter Study in Valleys Using Coupled 2D Finite Element Approach and Absorbing Boundaries
Seismic Wave Scatter Study in Valleys Using Coupled 2D Finite Element Approach and Absorbing Boundaries
2
2
Topographical and mechanical properties of soil layers can lead to amplification or attenuation of seismic waves. Such a phenomena can be theoretically explained by means of ground response analysis. Definition of boundaries is of great concern in modeling ground response and application of boundaries with any constrain can lead to so called “trap box” effect in seismic waves in the model and hence to fictitious results. In present study, twodimensional Finite Element Method (FEM) is applied in which boundaries known as “absorbing boundaries” are used to study the effect of wave scatter in valleys with different forms on the amplification or attenuation of SV waves. Comparison of the results is conducted for the current approach and those of the coupling Finite Element and the Infinite Element (sometimes called as FEIFE) method. The results are also presented in nondimensional diagrams of Au and Av for horizontal and vertical displacement amplitude respectively, through the valley span and its surrounding area. Comparison of the results also indicated that the proposed boundaries can improve the seismic analysis when coupled with the FEM. Also because of topographic irregularities, variations of displacement are seen inside the valley and around it.
1
Topographical and mechanical properties of soil layers can lead to amplification or attenuation of seismic waves. Such a phenomena can be theoretically explained by means of ground response analysis. Definition of boundaries is of great concern in modeling ground response and application of boundaries with any constrain can lead to so called “trap box” effect in seismic waves in the model and hence to fictitious results. In present study, twodimensional Finite Element Method (FEM) is applied in which boundaries known as “absorbing boundaries” are used to study the effect of wave scatter in valleys with different forms on the amplification or attenuation of SV waves. Comparison of the results is conducted for the current approach and those of the coupling Finite Element and the Infinite Element (sometimes called as FEIFE) method. The results are also presented in nondimensional diagrams of Au and Av for horizontal and vertical displacement amplitude respectively, through the valley span and its surrounding area. Comparison of the results also indicated that the proposed boundaries can improve the seismic analysis when coupled with the FEM. Also because of topographic irregularities, variations of displacement are seen inside the valley and around it.
110
120
Navid
Soltani
Navid
Soltani
PhD Candidate
PhD Candidate
Iran
n.soltani@eng.uk.ac.ir
Mohammad Hossein
Bagheripour
Mohammad Hossein
Bagheripour
Professor
Professor
Iran
bagheri@uk.ac.ir
ground response
Finite element
absorbing boundary
topographic irregularity
Simultaneous Train Rescheduling through Cancelling, Delaying and ReOrdering Policies: ThreePhase Solution Method with Guaranteed Optimality
Simultaneous Train Rescheduling through Cancelling, Delaying and ReOrdering Policies: ThreePhase Solution Method with Guaranteed Optimality
2
2
In this article, a new approach is presented to solve the doubletrack railway rescheduling problem, when an incident occurs into one of the block sections of the railway. The approach simultaneously considers three rescheduling policies: cancelling, delaying and reordering. To find the optimal conflictfree timetables compatible with the approach, a mathematical model and an exact threephase solution method are proposed. The method is based on BranchandBound (B&B) algorithm. The lower bound consists of two cost parts: the cost of deviation from the primary timetable and the cost of train cancellation. To generate an appropriate upper bound, the method exploits an innovative algorithm called "Local Left Shifting". A heuristic beam search technique is also developed for tackling the largescale problems. An experimental analysis on two doubletrack railways of the Iranian network indicates that the proposed solution method provides the optimal solution in much shorter time, compared with the time taken to solve the mathematical model by CPLEX software. Based on the findings of this research, it is possible to optimally retrieve the primary timetable after incident occurrence during a predetermined time horizon.
1
In this article, a new approach is presented to solve the doubletrack railway rescheduling problem, when an incident occurs into one of the block sections of the railway. The approach simultaneously considers three rescheduling policies: cancelling, delaying and reordering. To find the optimal conflictfree timetables compatible with the approach, a mathematical model and an exact threephase solution method are proposed. The method is based on BranchandBound (B&B) algorithm. The lower bound consists of two cost parts: the cost of deviation from the primary timetable and the cost of train cancellation. To generate an appropriate upper bound, the method exploits an innovative algorithm called "Local Left Shifting". A heuristic beam search technique is also developed for tackling the largescale problems. An experimental analysis on two doubletrack railways of the Iranian network indicates that the proposed solution method provides the optimal solution in much shorter time, compared with the time taken to solve the mathematical model by CPLEX software. Based on the findings of this research, it is possible to optimally retrieve the primary timetable after incident occurrence during a predetermined time horizon.
121
135
Mohammad
Tamannaei
Mohammad
Tamannaei
Iran
m.tamannaei@cc.iut.ac.ir
Mahmoud
Saffarzadeh
Mahmoud
Saffarzadeh
Iran
saffar_m@modares.ac.ir
Amin
Jamili
Amin
Jamili
Tehran
Tehran
Iran
a_jamili@ut.ac.ir
Seyedehsan
Seyedabrishami
Seyedehsan
Seyedabrishami
Iran
seyedabrishami@modares.ac.ir
Train rescheduling
Solution Method
Cancellation
Branchandbound
Incident
Assessment of change in acoustic wave velocity of compacted expansive soil through experiments
Assessment of change in acoustic wave velocity of compacted expansive soil through experiments
2
2
In the present study, the nonmetal acoustic waves monitor, TH204 has been used to determine Pwave velocity of compacted expansive soil under the condition of dryingwetting cycles with constant amplitude, to explore the change in Pwave velocity of compacted expansive soil with the cyclic number, cyclic amplitude and control moisture content. The results show that the Pwave velocity of the compacted expansive soil follows a nonlinear decrease with increasing the cyclic number and tends to be stable. Also, under the conditions of equivalent control moisture rate and cyclic number, the cyclic amplitude has a great effect on the Pwave velocity of expansive soil. Thus, with increase in the cyclic amplitude, the Pwave velocity is decreased. Secondly, under the same cyclic number, the Pwave velocity changes with the control moisture rate monotonously. Further, the study shows that the peak values of Pwave velocity appear near the optimum moisture rate, and the peak value position remains unaltered with change in cyclic amplitude
1
In the present study, the nonmetal acoustic waves monitor, TH204 has been used to determine Pwave velocity of compacted expansive soil under the condition of dryingwetting cycles with constant amplitude, to explore the change in Pwave velocity of compacted expansive soil with the cyclic number, cyclic amplitude and control moisture content. The results show that the Pwave velocity of the compacted expansive soil follows a nonlinear decrease with increasing the cyclic number and tends to be stable. Also, under the conditions of equivalent control moisture rate and cyclic number, the cyclic amplitude has a great effect on the Pwave velocity of expansive soil. Thus, with increase in the cyclic amplitude, the Pwave velocity is decreased. Secondly, under the same cyclic number, the Pwave velocity changes with the control moisture rate monotonously. Further, the study shows that the peak values of Pwave velocity appear near the optimum moisture rate, and the peak value position remains unaltered with change in cyclic amplitude
136
142
Bingxu
Wei
Bingxu
Wei
School of Highway Engineering, ChangSha Univ. of Science and Technology, Wanjiali South Road 960,. Changsha, Hunan 410004, China
School of Highway Engineering, ChangSha Univ.
Iran
weibingxu555@163.com
Zhen
Huang
Zhen
Huang
School of Highway Engineering, ChangSha Univ. of Science and Technology, Wanjiali South Road 960,. Changsha, Hunan 410004
School of Highway Engineering, ChangSha Univ.
Iran
hzcslg@163.com
Compacted expansive soil
Pwave velocity
Dryingwetting cycles
Cyclic amplitude
Constant amplitude
Optimum twodimensional crack modeling in discrete leastsquares meshless method by charged system search algorithm
Optimum twodimensional crack modeling in discrete leastsquares meshless method by charged system search algorithm
2
2
In this paper, a node adaptive rearrangement is presented based on the estimated error in various domains for some problems in the fracture mechanics by Discrete LeastSquares Meshless method (DLSM). This method is one of the approximate methods recently introduced and used in the various elds. The method is based on minimization of the leastsquares functional with respect to the nodal parameters, and it uses moving leastsquares method for calculating the shape functions. Due to the natural process of problem solving, after calculating the shape functions, the residuals are calculated and their values are considered as an objective function for rearrangement of the nodes. There are three popular methods for constructing shape functions in discontinuous domains, and here, the transparency method is utilized. Similar to other numerical methods, there are dierent procedures for renement and improvement of the results; however, adaptive rearrangement can be employed without increasing the computational cost. In this paper, the Charged System Search (CSS) algorithm is used as a tool for adaptive rearrangement or repositioning process. Eciency and eectiveness of the proposed adaptive rearrangement technique is tested by some benchmark twodimensional crack examples with available analytical solution around crack tips.
1
In this paper, a node adaptive rearrangement is presented based on the estimated error in various domains for some problems in the fracture mechanics by Discrete LeastSquares Meshless method (DLSM). This method is one of the approximate methods recently introduced and used in the various elds. The method is based on minimization of the leastsquares functional with respect to the nodal parameters, and it uses moving leastsquares method for calculating the shape functions. Due to the natural process of problem solving, after calculating the shape functions, the residuals are calculated and their values are considered as an objective function for rearrangement of the nodes. There are three popular methods for constructing shape functions in discontinuous domains, and here, the transparency method is utilized. Similar to other numerical methods, there are dierent procedures for renement and improvement of the results; however, adaptive rearrangement can be employed without increasing the computational cost. In this paper, the Charged System Search (CSS) algorithm is used as a tool for adaptive rearrangement or repositioning process. Eciency and eectiveness of the proposed adaptive rearrangement technique is tested by some benchmark twodimensional crack examples with available analytical solution around crack tips.
143
152
H.
Arzani
H.
Arzani
Department of Civil Engineering, Shahid Rajaee Teacher Training University, Tehran, P.O. Box 16785136, Iran.
Department of Civil Engineering, Shahid Rajaee
Iran
A.
Kaveh
A.
Kaveh
Centre of Excellence for Fundamental Studies in Structural Engineering, Iran University of Science and Technology, Narmak, Tehran, P.O. Box 1684613114, Iran.
Centre of Excellence for Fundamental Studies
Iran
kaveh@iust.ac.ir
A.
Kaveh
A.
Kaveh
Centre of Excellence for Fundamental Studies in Structural Engineering, Iran University of Science and Technology, Narmak, Tehran, P.O. Box 1684613114, Iran.
Centre of Excellence for Fundamental Studies
Iran
M.
Taheri Taromsari
M.
Taheri Taromsari
Department of Civil Engineering, Shahid Rajaee Teacher Training University, Tehran, P.O. Box 16785136, Iran.
Department of Civil Engineering, Shahid Rajaee
Iran
Discrete leastsquares meshless method
Crack
Error estimator
Adaptive rearrangement
Charged System Search