References
1. Ertas, p., Ozden, S., and Ozturan, T. \Ductile connections
in precast concrete moment resisting frames",
PCI., 51(3), pp. 66{76 (2006).
2. Senel, S.M. and Kayhan, A.H. \Fragility based damage
assessment in existing precast industrial buildings: A
case study for Turkey", Structural Engineering and
Mechanics, 34(1), pp. 39{60 (2010).
3. Negro, P., Bournas D.A., and Molina, F.J. \Pseudo
dynamic tests on a full-scale 3-story precast concrete
building global response", Engineering Structures,
57(4), pp. 594{608 (2013).
4. Bournas, D.A., Negro P., and Molina, F.J. \Pseudo
dynamic tests on a full-scale 3-story precast concrete
building: Behavior of the mechanical connections and
oor diaphragms", Engineering Structures, 57(4), pp.
609{627 (2013).
5. Choi, H.K., Choi, Y.C., and Choi, C.S. \Development
and testing of precast concrete beam-to-column connections",
Engineering Structures, 56, pp. 1820{1835
(2013).
6. Shariatmadar, H. and Zamani Beydokhti, E. \An
investigation of seismic response of precast concrete
beam to column connections: Experimental study",
M. Fathi and M. Parvizi/Scientia Iranica, Transactions A: Civil Engineering 28 (2021) 85{95 95
Asian Journal of Civil Engineering, 15(1), pp. 41{59
(2014).
7. Zoubek, B., Fahjan, Y., Fischinger, M., and Isakovic,
T. \Nonlinear nite element modelling of centric dowel
connections in precast buildings", Computers and
Concrete, 14(4), pp. 463{477 (2014).
8. Vidjeapriya, R., Vasanthalakshmi, V., and Jaya,
K.P. \Performance of exterior precast concrete beamcolumn
dowel connections under cyclic loading", International
Journal of Civil Engineering, 12(1), pp. 82{95
(2014).
9. Kataoka, M.N., Ferreira, M.A., and El Debs, A.L.H.C.
\Study on the behavior of beam-column connection in
precast concrete structure", Computers and Concrete,
16(1), pp. 163{178 (2015).
10. Yuksel, E., Karadogan, F.H., Bal, E.I., Ilki, A., Bal,
A., and Inci, P. \Seismic behavior of two exterior
beam-column connection made of normal-strenght concrete
developed for precast construction", Engineering
Structures, 99, pp. 157{172 (2015).
11. Guan, D., Guo, Z., Xiao, Q., and Zheng, Y. \Experimental
study of a new beam-to-column connection for
precast concrete frames under reversal cyclic loading",
Advances in Structural Engineering, 19(3), pp. 529{
545 (2016).
12. Fleischman, R.B. and Kim Seeber, P.E. \New construction
for resilient cities: The argument for sustainable
low damage precast/prestressed concrete building
structures in the 21st century", International Journal
of Scientia Iranica, 23(4), pp. 1578{1593 (2016).
13. Aninthaneni, P.K. and Dhakal, R.P. \Demountable
precast concrete frame building system for seismic
regions: conceptual development", Journal of Architectural
Engineering, 23(4), p. 1593 (2017).
14. Fathi, M., Parvizi, M., Karimi, J., and Afroedoun,
M.H. \Experimental and numerical study on a proposed
moment-resisting connection for precast concrete
frames", International Journal of Scientia Iranica,
25(4), pp. 1977{1986 (2018).
15. ACI T1.1-01 \Acceptance criteria for moment frames
based on structural testing", Reported by ACI Innovation
Task Group 1 and Collaborators (2001).
16. Bahrami, S., Madhkhan, M., Shirmohammadi, F., and
Nazemi, N. \Behavior of two new moment resisting
precast beam to column connections subjected to
lateral loading", Engineering Structures, 132, pp. 808{
821 (2017).
17. Yan, Q., Chen, T., and Xie, Z. \Seismic experimental
study on a precast concrete beam-column connection
with grout sleeves", Engineering Structures, 155, pp.
330{344 (2018).
18. Lago, B.D., Negro, P., and Lago, D.A. \Seismic design
and performance of dry-assembled precast structures
with adaptable joints", Soil Dynamics and Earthquake
Engineering, 166, pp. 182{195 (2018).
19. Fathi, M. and Afroedoun, M.H., Experimental Study of
a New Rigid Connection for Precast Concrete Structures,
Ministry of Science, Research and Technology,
Razi university, Engineering faculty (2013)
20. Geraldine, S.C., William, C.S., and Nakaki, S.D.,
Simpli ed Design Procedure for Hybrid Precast Concrete
Connections , National Institute of Standard and
Technology (1996),
21. ACI Committee 318, Building Code Requirements for
Structural Concrete (318-05) and Commentary-(318R-
05), ACI, Farmington Hills, Michigan (2005).
22. Han, L.H. and Li, W. \Seismic performance of CFST
column to steel beam joints with RC slab: analysis",
Journal of Constructional Steel Research., 67, pp. 127{
139 (2011).
23. Hognestad, E. \A study on combined bending and
axial load in reinforced concrete members", Univ. of
Illinois Engineering Experiment Station, Urbana, pp.
43{46 (1951).
24. Pagoulatou, M., Sheehan, T., Dai, X.H., and Lam,
D. \Finite element analysis on the capacity of circular
concrete- lled double-skin steel tubular (CFDST) stub
columns", Journal of Engineering Structures, 72, pp.
102{112 (2014).
25. Simulia Inc. \ABAQUS Standard (Abaqus/ CAE
2018)" (2018).
26. Murcia-Delso, J., Stavridis, A., and Shing, B. \Modeling
the bond-slip behavior of con ned large diameter
reinforcing bars", III ECCOMAS Thematic
Conference on Computational Methods in Structural
Dynamics and Earthquake Engineering, Corfu, Greece
(2011).
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