\شماره٪٪۱
426F. Reference Manual to Mitigate Potential Terrorist Attacks Against
Buildings (2003).
\شماره٪٪۲
U.S ARMY Corps of Eng. ``UNIFIED facilities criteria (UFC) structures to
resist the effects of accidental'', Department of Defence USA (2008).
\شماره٪٪۳
Brode, HL. ``Numerical solutions of spherical blast waves'', {\it J Appl
Phys},
{\bf 26}, pp. 766-75 (1955). DOI:10.1063/1.1722085
\شماره٪٪۴
Newmark, NM. and Hansen, R.J. ``Design of blast resistant structures'',
Shock and Vibration handbook 3(1961).
\شماره٪٪۵
Luccioni, BM., Ambrosini, RD. and
Danesi, RF. ``Analysis of building collapse
under blast loads'', {\it Eng Struct}, {\bf 26}, pp. 63-71 (2004).
DOI:10.1016/j.engstruct.2003.08.011
\شماره٪٪۶
Ambrosini, D., Luccioni, B., Jacinto, A. and et al. ``Location and mass of
explosive from structural damage'', {\it Eng Struct},
{\bf 27}, pp.
167-76
(2005).
DOI:10.1016/j.engstruct.2004.09.003
\شماره٪٪۷
Salim, H., Asce, M., Dinan, R. and et al. ``Analysis and
experimental evaluation of in-fill steel-stud wall systems under blast
loading'', {\it J Struct Eng}, pp. 1216-25 (2005).
DOI:https:doi.org/10.1061/(ASCE)0733-9445(2005) 131:8(1216)
\شماره٪٪۸
Wu, C. and Hao, H. ``Numerical simulation of structural response and damage to
simultaneous ground shock and airblast loads'', {\it Int J Impact Eng},
{\bf 34}, pp. 556-72 (2007). DOI:10.1016/j.ijimpeng.2005.11.003
\شماره٪٪۹
Byfield, M.P. ``Behavior and design of commercial multistory buildings
subjected to blast'', {\it Journal of
Performance of Constructed Facilities}, pp. 324-329, 20.4 (2006).
\شماره٪٪۱۰
Fu, F. ``Dynamic response and robustness of tall buildings under blast
loading'', {\it JCSR},
{\bf 80}, pp.
299-307 (2013).
DOI:10.1016/j.jcsr.2012.10.001
\شماره٪٪۱۱
Coffield, A. and Adeli, H. ``An investigation of the effectiveness of the
framing systems in steel structures subjected to blast loading'',
{\it J Civ Eng
Manag}, {\bf 20}, pp. 767-77 (2014). DOI:10.3846/13923730.2014.986667
\شماره٪٪۱۲
Elsanadedy, H. M.
and et al. ``Progressive collapse potential of a typical steel
building due to blast attacks''
{\it Journal of Constructional Steel Research}, {\bf 101}, pp.143-157
(2014).
\شماره٪٪۱۲
Ding, Y., Chen, Y. and Shi, Y. ``Progressive collapse analysis of a steel frame
subjected to confined explosion and post-explosion fire'', {\it Adv
ances in Structural
Engineering}, pp. 1780-1796, 19.11 (2016).
\شماره٪٪۱۳
Warn, G. and Bruneau, M. ``Blast resistance of steel plate shear walls designed
for seismic loading'', {\bf 135}, pp. 1222-30 (2010).
DOI:10.1061/ASCE?ST.1943-541X.0000055 CE
\شماره٪٪۱۴
Driver, R.G. Moghimi, H. and
``Performance assessment of steel plate shear
walls under accidental blast loads'', {\it JCSR}, {\bf 106},
pp. 44-56 (2015).
DOI:10.1016/j.jcsr.2014.11.010
\شماره٪٪۱۵
Norris, G.H., Hansen, R.J., Holly, M.J. and et al.
``Structural design for dynamic loads'', New York: McGraw-Hill (1959).
\شماره٪٪۱۶
Dowling, A.R. and Harding, J. ``Tensile properties of mild steel under high
strain rates'', {\it Proc. 1st HERF Conf} (1967).
\شماره٪٪۱۷
BHRC (Building and Housing Research Center). Iranian National Building
Code, Part 21. 2nd edn. Tehran,Iran: (2016).
\شماره٪٪۱۸
Thorburn, L.J., Kulak, G.L. and
Montgomery, C.J. ``Analysis of steel plate shear
Walls'' (1983).
\شماره٪٪۱۹
Roberts, T. and Sabouri-Ghomi, S. ``Hysteretic characteristics of unstiffened
perforated steel plate shear panels'',
{\it Thin-Walled Struct}, {\bf 14}, pp. 139-51 (1992).
\شماره٪٪۲۰
Astaneh-Asl, A. ``Seismic behavior and design of steel
shear walls'', Pap Distrib Present 2001 SEOANC Semin, pp. 1-18 (2001).
\شماره٪٪۲۱
Astaneh-Asl, A.
``Steel plate shear walls'', {\bf 1}, pp. 1-12 (2000).
\شماره٪٪۲۲
Xue, M. ``Behavior of steel shear wall panels and frame-wall systems'',
pp.2768-2768 (1996).
\شماره٪٪۲۳
Driver, B.R.G., Kulak, GL., Kennedy, D.J.L. and et al.
``Cyclic test of
four-story steel plate shear wall'',
{\it J Struct Eng},
{\bf 124}, pp.
112-20 (1998).
\شماره٪٪۲۴
Berman J.W., Celik O.C. and Bruneau M.
``Comparing hysteretic behavior of
light-gauge steel plate shear walls and braced frames'',
{\bf 27}, pp. 475-85 (2005).
DOI:10.1016/j.engstruct.2004.11.007
\شماره٪٪۲۵
Purba, R. and Bruneau, M. ``Seismic performance of steel plate shear walls
considering two different design philosophies of infill Plates. I:
deterioration model development'', {\it J Struct Eng},
{\bf 141}, pp. 1-12 (2014).
DOI:10.1061/(ASCE)ST
\شماره٪٪۲۶
Dastfan, M. ``Behaviour of thin steel plate shear walls Alinia, M.M. and
regarding frame members'', {\it J Constr Steel Res},
{\bf 62}, pp. 730-8 (2006).
DOI:10.1016/j.jcsr.(2005).11.007
\شماره٪٪۲۷
Gholipour, M. and Alinia, M.M. ``Behavior of multi-story code-designed steel
plate shear wall structures regarding bay width'',
{\it JCSR}, {\bf 122}, pp. 40-56 (2016).
DOI:10.1016/j.jcsr.2016.01.020
\شماره٪٪۲۸
Khorram, A. Alinia, M.M., Habashi, H.R. and
``Nonlinearity in the postbuckling
behaviour of thin steel shear panels'',
{\it Thin-Walled Struct},
{\bf 47}, pp.
412-20
(2009).
DOI:10.1016/j.tws.2008.09.004
\شماره٪٪۲۹
Zirakian, T. and Zhang, J. ``Buckling and yielding behavior of unstiffened
slender, moderate, and stocky low yield point steel plates'', {\it Thin-Walled
Struct}, {\bf 88}, pp. 105-18 (2015). DOI:10.1016/j.tws.2014.11.022
\شماره٪٪۳۰
Wang, M. and Yang, W. ``Thin-walled structures equivalent constitutive model of
steel plate shear wall structures'',
{\it Thin Walled Struct}, {\bf 124}, pp. 415-29 (2018).
DOI:10.1016/j.tws.2017.12.016
\شماره٪٪۳۱
BHRC (Building and Housing Research Center). Iranian Code of Practice for
Seismic Resistant Design of Buildings, Standard No. 2800. 4th edn. Tehran,Iran:
(2014).
\شماره٪٪۳۲
AISC. Seismic Provisions for Structural Steel Buildings AISC 341-16. AISC
(2016).
\شماره٪٪۳۳
Sabelli, R. and Bruneau, M. Steel Design Guide 20, Steel Plate Shear Wall. AISC
(2007).
\شماره٪٪۳۴
Mazzoni, S., Mckenna, F., Scott, MH. and et al. OpenSees Command Language
Manual (2016).
\شماره٪٪۳۵
Jalali, S.A. and Banazadeh, M. ``Development of a new deteriorating hysteresis
model for seismic collapse assessment of thin steel plate shear walls'',
{\it Thin
Walled Struct}, {\bf 106}, pp. 244-57 (2016). DOI:10.1016/j.tws.2016.05.008
\شماره٪٪۳۶
Sabouri-ghomi, S. and Asad Sajjadi, S.R. ``Experimental and theoretical studies
of steel shear walls with and without stiffeners'', {\it J Constr Steel
Res}, {\bf 75}, pp. 152-9 (2012). DOI:10.1016/j.jcsr.2012.03.018
\شماره٪٪۳۷
ASCE. FEMA 356 Prestandard November (2000). Washington DC (2000).
\شماره٪٪۳۸
Arjomandi, K., Estekanchi, H. and Vafai, A. ``Correlation between structural
performance levels and damage indexes in steel frames subjected to
earthquakes'', {\it Sci Iran}, {\bf 16}, pp. 147-55 (2009).
\شماره٪٪۳۹
Chopra, A.K., {\it Dynamics of Structures}, Upper Saddle River,
NJ: Pearson Education(2012).
)