\شماره٪٪۱
Christchurch Central Development Unit ,``Introducing the christchurch
central recovery plan'' (2012).
\شماره٪٪۲
Broujerdian, V. and Mohammadi Dehcheshmeh, E. ``Development of fragility
curves for self-centering bae-rocking walls subjected to far and near field
ground motions'', {\it
Sharif J. Civ. Eng}, {\bf 37.2}(3.1), pp. 99-110 (Nov., 2021).
\شماره٪٪۳
Broujerdian, V. and Mohammadi Dehcheshmeh, E. ``Locating the rocking section
in self-centering bi-rocking walls to achieve the best seismic performance'',
{\it Bull. Earthq. Eng}, {\bf 20}, pp. 2441-2468 (2022).
\شماره٪٪۴
Martin, A. and Deierlein, G.G. ``Generalized modified modal superposition
procedure for seismic design of rocking and pivoting steel spine systems'',
{\it J.
Constr. Steel Res}, {\bf 183}, p. 106745 (2021).
\شماره٪٪۵
Wiebe, L. and Christopoulos, C. ``A cantilever beam analogy for quantifying
higher mode effects in multistorey buildings'', {\it
Earthq. Eng. Struct. Dyn},
{\bf 44}(11), pp. 1697-1716 (2015).
\شماره٪٪۶
Steele, T.C. and Wiebe, L.D. A. ``Dynamic and equivalent static procedures
for capacity design of controlled rocking steel braced frames'',
{\it Earthq. Eng.
Struct. Dyn}, {\bf 45}(14), pp. 2349-2369 (2016).
\شماره٪٪۷
Rahgozar, N. and Rahgoz, N. ``Extension of direct displacement-based design
for quantifying higher mode effects on controlled rocking steel cores'',
{\it Struct. Des. Tall Spec. Build}, {\bf 29}(16), p. e1800 (2020).
\شماره٪٪۸
Abbasi, N., Akbarzadeh Bengar, H., Jafari, A. and et al. ``Numerical
modeling of seismic respnse and damage estimation of concrete rocking walls
under seismic loading'', {\it Sharif J. Civ. Eng},
{\bf 37}(2.2), pp. 35-45 (2021).
\شماره٪٪۹
Veladi, H., Azar, B.F. and Gendeshmin, S.R. ``Quantifying higher mode
effects in rocking systems considering shear-flexural behavior'',
{\it Structures},
{\bf 27}, pp. 542-558 (2020).
\شماره٪٪۱۰
Martin, A., Deierlein, G.G. and Ma, X. ``Capacity design procedure for
rocking braced frames using modified modal superposition method'',
{\it J. Struct.
Eng}, {\bf 145}(6), p. 4019041 (2019).
\شماره٪٪۱۱
Majumerd, M.J.E., Dehcheshmeh, E.M., Broujerdian, V. and et al.
``Self-centering rocking dual-core braced frames with buckling-restrained
fuses'', {\it J. Constr. Steel Res}, {\bf 194}, p. 107322 (2022).
\شماره٪٪۱۲
Ebrahimi Majumerd, M.J., Mohammadi Dehcheshmeh, E. and Broujerdian, V.
``Feasibility study of using endurance time method for seismic evaluation of
self-centering buckling restrained braced frame (SC-BRC-BF)'',
{\it Modares Civ.
Eng. J}, {\bf 22}(2), pp. 107-123 (2022).
\شماره٪٪۱۳
Mohammadi Dehcheshmeh, E. and Broujerdian, V. ``Determination of optimal
behavior of self-centering multiple-rocking walls subjected to far-field and
near-field ground motions'', {\it J. Build. Eng}, {\bf 45}, p. 103509 (2022).
\شماره٪٪۱۴
Ahadpour Khaneghah, M.R., Mohammadi Dehcheshmeh, E. and Broujerdian, V.
``Optimized design and investigation of cyclic behavior of dual intermediate
steel moment resisting system equipped with self-centering buckling restrained
2-story-X-brace'', {\it Sharif J. Civ. Eng}, {\bf 37}(2.1), pp. 51-60 (2021).
\شماره٪٪۱۵
Martin, A. ``Capacity design and topology optimization of rocking spine
systems for nonlinear earthquake response'', Stanford University (2020).
\شماره٪٪۱۶
Li, T., Berman, J.W. and Wiebe, R. ``Parametric study of seismic
performance of structures with multiple rocking joints'',
{\it Eng. Struct}, {\bf 146},
pp. 75-92 (2017).
\شماره٪٪۱۷
Mohammadi Dehcheshmeh, E. and Broujerdian, V. ``Probabilistic evaluation
of self-centering birocking walls subjected to far-field and near-field ground
motions'', {\it J. Struct. Eng}, {\bf 148}(9), p. 4022134 (2022).
\شماره٪٪۱۸
Standard, Minimum Design Loads and Associated Criteria for Buildings and
Other Structures, ASCE/SEI 7, American Society of Civil Engineers
(2017).
\شماره٪٪۱۹
Ma, X.; Krawinkler, H. and Deierlein, G.G. ``Seismic design and behavior of
self-centering braced frame with controlled rocking and energy dissipating
fuses'', John A. Blume Earthquake Engineering Center Technical Report 174
(2011).
\شماره٪٪۲۰
P.695 FEMA and others, ``Quantification of building seismic performance
factors'', Washington, DC (2009).
\شماره٪٪۲۱
Qureshi, M.I. and Warnitchai, P. ``Reduction of inelastic seismic demands
in a mid-rise rocking wall structure designed using the displacement-based
design procedure'',
{\it Struct. Des. Tall Spec. Build}, {\bf 26}(2), p. e1307 (Feb., 2017).
\شماره٪٪۲۲
FEMA, ``58-1. Seismic performance assessment of buildings volume
1-methodology'', Appl. Technol. Counc. Calif. Redw. City (2012).
)