\شماره٪٪۱
Veletsos, A.S. and Newmark, N.M., 1960. Effect of inelastic behavior
on the response of simple systems to earthquake motions. {\it Proceedings
of the Second World Conference on Earthquake Engineering}, Japan,
{\it 2}, pp.895-912.
\شماره٪٪۲
Veletsos, A.S., Newmark, N.M. and Chelapati C.V., 1965. Deformation
spectra for elastic and elastoplastic systems subjected to ground
shock and earthquake motions. {\it Proceedings of the Third World
Conference on Earthquake Engineering}, New Zealand, 2. pp.663-682.
\شماره٪٪۳
Miranda, E., 1993. Evaluation of site-dependent inelastic
seismic design spectra. {\it Journal of Structural Engineering, (ASCE)},
{\it 119}(5), pp.1319-1338.
https://doi.org/10.1061/(ASCE)0733-9445(1993)119:5(1319).
\شماره٪٪۴
Ruiz-Garcia, J. and Miranda, E., 2006. Inelastic displacement
ratios for the evaluation of structures built in soft soil sites.
{\it Earthquake Engineering and Structural Dynamics}, {\it
35}(6), pp.675-694.
https://doi.org/10.1002/eqe.552.
\شماره٪٪۵
Chopra, A.K. and Goel, R.K., 2002. A modal pushover analysis
procedure for estimating seismic demands for buildings. {\it Earthquake
Engineering and Structural Dynamics}, {\it 31}(3), pp.561-582.
https://doi.org/10.1002/eqe.144.
\شماره٪٪۶
Han, S.W. and Chopra, A.K., 2006. Approximate incremental
dynamic analysis using the modal pushover analysis procedure.
{\it Earthquake Engineering and Structural Dynamics},
{\it 35}(15), pp.1853-1873.
https://doi.org/10.1002/eqe.605.
\شماره٪٪۷
Nakashima, M., Ogawa, K. and Inoue K., 2002. Generic frame
model for simulation of earthquake responses of steel moment
frames. {\it Earthquake Engineering and Structural Dynamics}, {\it 31}(3),
pp.671-692. https://doi.org/10.1002/eqe.148.
\شماره٪٪۸
Khaloo, A. and Khosravi, H., 2013. Modified fish-bone model:
A simplified MDOF model for simulation of seismic responses of
moment resisting frames. {\it Soil Dynamics and Earthquake Engineering},
{\it 55}, pp.195-210. https://doi.org/10.1016/j.soildyn.2013.09.013.
\شماره٪٪۹
Khaloo, A., Khosravi, H. and Jamnani, H.H., 2015. Nonlinear
interstory drift contours for idealized forward directivity pulses
using modified fish-bone models. {\it Advances in Structural Engineering},
{\it 18}(5), pp.603-627. https://doi.org/10.1260/1369-4332.18.5.603.
\شماره٪٪۱۰
Soleimani, R., Khosravi, H. and Hamidi, H., 2019. Substitute
frame and adapted Fish-Bone model: Two simplified frames representative
of RC moment resisting frames. {\it Engineering Structures}, {\it
185}, pp.68-89.
https://doi.org/10.1016/j.engstruct.2019.01.127.
\شماره٪٪۱۱
Vaseghiamiri, S., Mahsuli, M., Ghannad, M.A. and Zareian,
F., 2020. Surrogate SDOF models for probabilistic performance
assessment of multistory building: Methodology and application
for special moment. {\it Engineering Structures}, {\it 212}, pn.110276.
htttps://doi.org/10.1016/j.engstruct.2020.110276.
\شماره٪٪۱۲
American Society of Civil Engineers (ASCE), 2017. Standard
for seismic evaluation and retrofit existing buildings. ASCE-41-17.
Virginia, USA.
\شماره٪٪۱۳
Gazetas, G., 1991. Formulas and charts for impedances of
surface and embedded foundation. {\it Journal of Geotechnical Engineering},
{\it 117}(9),
pp.1363-1381. https:// doi.org/10.1061/(ASCE)0733-9410(1991)117:9(1363).
\شماره٪٪۱۴
Veletsos, A. and Verbic, B., 1974. Dynamics of elastic and yielding
structure-foundation systems. {\it Proceedings of the 5th World
Conference on Earthquake Engineering}.
\شماره٪٪۱۵
Ghannad, M.A. and Jafarieh, A.H., 2014. Inelastic displacement
ratios for soil-structure systems allowed to uplift. {\it Earthquake
Engineering and Structural Dynamics}, {\it 43}, pp.1401-1421.
https://doi.org/10.1002/eqe.2405.
\شماره٪٪۱۶
Jafarieh, A.H. and Ghannad, M.A., 2020. Seismic performance
of nonlinear soil-structure systems located on soft soil considering
foundation uplifting and soil yielding. {\it Structures}, {\it 28}, pp.973-982.
https://doi.org/10.1016/j.istruc.2020.09.046.
\شماره٪٪۱۷
Haghollahi, S. and Behnamfar, F., 2020. Performance evaluation
of special RC moment frames against collapse considering soil-structure.
{\it International Journal of Geomechanics (ASCE)}, {\it 20}(2), pn.04019176.
https://doi.org/10.1061/(ASCE)GM.1943-5622.0001553.
\شماره٪٪۱۸
Vaseghiamiri, S., Mahsuli, M., Ghannad, M.A. and Zareian,
F., 2020. Probabilistic approach to account for soil-structure
interaction in seismic design of building structures. {\it Journal
of Structural Engineering (ASCE)}, {\it 146}(9), pn.04020184.
https://doi.org/10.1061/(ASCE)ST.1943-541X.000274.
\شماره٪٪۱۹
Vaseghiamiri, S. and Ghannad, M. A., 2022. Evaluation of
soil contribution to seismic response of soil-structure systems
using recorded data during small-scale earthquakes. {\it Journal
of Structural and Construction Engineering}, {\it 8}(12), pp.5-29.
[In Persian]. 10.22065/JSCE.2021.274646.2370.
\شماره٪٪۲۰
Hamidpour, S., Shakib, H., Paolucci, R., Correia, A.A. and
Soltani, M., 2022. Emprical models for the nonlinear rocking
response of shallow foundations. {\it Bulletin of earthquake Engineering},
{\it 20}, pp.8099-8122.https://doi.org/10.1007/s10518-022-01449-1.
\شماره٪٪۲۱
Iran's National Building Regulations, The Sixth Topic, Loads
on the Building. 2013. {\it Ministry of Roads and Urban Development,
Housing and Construction Deputy}, Third Edition. [In Persian].
\شماره٪٪۲۲
National Building Regulations of Iran, 10th topic, Design
and Implementation of Steel Buildings. 2013. {\it Ministry of Roads
and Urban Development, Deputy of Housing and Construction Department},
4th Edition. [In Persian].
\شماره٪٪۲۳
SAP2000 Theory Manual. 2015. Version 20.0.0, Copyright Computers
and Structures, Inc., Berkeley, CA, USA.
\شماره٪٪۲۴
Iranian Code of Practice for Seismic Resistant Design of
Buildings (Standard 2800), 2015. 4th edition. {\it Building and Housing
Research Center}, Tehran, Iran. [In Persian].
\شماره٪٪۲۵
OpenSees (Open System for Earthquake Engineering Simulation
platform), Version 3.0.3, developed by the Pacific Earth-quake
Engineering Research Center (PEER), at the University of California,Berkeley.
http://opensees.berkeley.edu/\\
\شماره٪٪۲۶
Ibarra, L.F., Medina, R.A. and Krawinkler, H., 2005. Hysteretic
models that incorporate strength and stiffness deterioration.
{\it Earthquake Engineering and Structural Dynamics},
{\it 34}(12), pp.1489-1511.
https://doi.org/10.1002/eqe.495.
\شماره٪٪۲۷
Kutter, B.L., Martin, G., Hutchinson, T., Harden, C., Gajan
S. and Phalen J.,
2006. Workshop on modeling of nonlinear cyclic load-deformation
behavior of shallow foundations. Pacific Earthquake Engineering
Research Center Workshop Report. Davis: University of California.
\شماره٪٪۲۸
Wolf, J., 1994. Foundation vibration analysis using simple
physical model. Prentice-Hall, Inc.: Englewood Cliffs, NJ.
\شماره٪٪۲۹
American Society of Civil Engineers (ASCE)., 2022. Minimum
design loads and associated criteria for buildings and other
structures. ASCE-7-22. Virginia.
\شماره٪٪۳۰
Shome, N., Cornell, C.A., Bazzurro, P. and Carballo, J.E.,
1998. Earthquakes, Records, and Nonlinear Responses. {\it Earthquake
Spectra}, {\it 14}(3), pp. 469-500. DOI: 10.1193/1.1586011.
\شماره٪٪۳۱
Federal Emergency Management Agency (FEMA P-2082-1). 2020.
NEHRP Recommended seismic provisions for new building an other
structures, Washington D.C.