[0] Penzien. J., Watabe, M. (1975). Characteristics of 3-dimensional earthquake ground motions, Earthquake Engineering
and Structural Dynamics, Vol. 2, No. 3, Pages 254–292. https://doi.org/10.1002/eqe.4290030407
[2] Marinilli, A., Lopez, O.A. (2008). Evaluation of critical responses and critical incidence angles obtained with RSA and
RHA, Proceedings of 14th World Conference on Earthquake Engineering, Beijing, China.
[3] Fernandez-Davilla I., Cominetti, S., and Cruz E.F. (2000). Considering the bi-directional effects and the seismic angle
variations in building design, Proceedings of 12th World Conference on Earthquake Engineering, Paper No. 0435,
Auckland, New Zealand.
[4] Kalkan, E., and Chopra, A.K. (2011). Modal-pushover based ground-motion scaling procedure, Journal of Structural
Engineering (ASCE), Vol. 137 (3), Pages 289-310. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000308
[5] Mazza, F., Mazza, M. (2012). Nonlinear modeling and analysis of R.C. framed buildings located in a near-fault area, The
Open Construction and Building Technology Journal, Vol. 6, No. 1, Pages 346-354.
http://doi.org/ 10.2174/1874836801206010346
[6] Lagaros, N.D. (2010). The impact of the earthquake incident angle on the seismic loss estimation, Engineering
Structures, Vol. 32, No. 6, Pages 1577-1589. https://doi.org/10.1016/j.engstruct.2010.02.006
[7] Reyes, J.C., Kalkan, E. (2015). Significance of rotating ground motions on behavior of symmetric- and asymmetric-plan
structures: part 1. Single-story structures, Earthquake Spectra, Vol. 31, No. 3, Pages 1591-1612.
https://doi.org/10.1193/072012EQS241M
[8] Saberi, V., Saberi, H., Sadeghi, A., (2020). Collapse Assessment of Steel Moment Frames Based on Development of
Plastic Hinges, Journal of Science and Technology, (In Persian).
[9] Sadeghi, A., Hashemi, S., Mehdizadeh, K. (2020). Probabilistic Assessment of Seismic Collapse Capacity of 3D Steel
Moment-Resisting Frame Structures. Journal of Structural and Construction Engineering, (In Persian).
[10] Mehdizadeh, K., Karamodin, A. & Sadeghi, A. Progressive Sidesway Collapse Analysis of Steel Moment-Resisting
Frames Under Earthquake Excitations. Iran J Sci Technol Trans Civ Eng 44, 1209–1221 (2020).
[11] Habibullah, A. (2018). SAP-Three Dimensional Analysis of Building Systems. Manual. Computers and Structures Inc.,
Berkeley, California. https://www.csiamerica.com/
www.cpjournals.com ISSN:6262-155X )Civil & Project Journal)CPJ(( پروژه و عمران نشریه
سال زٍم، زٍضُ 2 ،ضواضُ 7 ،هْط 1399،ضواضُ پیاپی 17،غفحِ 97 تا غفحِ 117
009
[12] FEMAP695. P695-Quantification of Building Seismic Performance Factors, Federal Emergency Management Agency
(FEMA), Document No (2009), FEMA.
[13] PEER Ground Motion Database, Pacific Earthquake Engineering Research Centre, Web Site:
http://peer.berkeley.edu/peer_ground_motion_database
[14] SeismoSignal (2018). Constitutes a simple, yet efficient, package for the processing of strong-motion data. SeismoSoft's
Ltd. https://www.seismosoft.com/
[15] MATLAB (matrix laboratory), (2018). multi-paradigm numerical computing environment and proprietary
programming language developed by MathWorks. https://www.mathworks.com/help/matlab/
[16] Chopra, A.K. and Goel, R.K. (2002), A modal pushover analysis procedure for estimating seismic demands for
buildings. Earthquake Engng. Struct. Dyn., 31: 561-582. Doi:0100111/eqe.033
[17] INBC. (2013). Design Loads for Buildings. Tehran: Ministry of Housing and Urban Development, Iranian National
Building Code, Part 6. (In Persian).
[18] INBC. (2013). Design and Construction of Steel Structures. Tehran: Ministry of Housing and Urban Development,
Iranian National Building Code, Part 10. (In Persian).
[10] BHRC. (0214). Iranian code of practice for seismic resistant design of buildings. Tehran: Building and Housing
Research Centre, Standard No. 0822. (In Persian).
