\شماره٪٪۱
Asadi, P. and Sourani, H., 2020, Fragility curves production by seismic
improvement of the high-dimensional model representation method,
{\it Engineering
Computations}, {\it 37}(1), pp.120-143, doi.org/10.1108/EC-12-2018-0586.
\شماره٪٪۲
Reinhorn A, Barron-Corverra, R. and Ayala, A, 2001. Spectral evaluation of
seismic fragility of structures, {\it Proceedings ICOSSAR}.
\شماره٪٪۳
Bakhshi, A. and Asadi, P., 2013. Probabilistic evaluation of seismic design
parameters of RC frames based on fragility curves, {\it
Scientia Iranica}. {\it 20}(2),
pp.231-41, doi.org/10.1016/j.scient.2012.11.012.
\شماره٪٪۴
Erberik, M.A. and Elnashai,
A.S. 2004. Fragility analysis of flat-slab structures,
{\it Engineering Structures}, {\it 26}(7), pp.937-48,
doi.org/10.1016/j.engstruct.2004.02.012.
\شماره٪٪۵
Wen, Y., Ellingwood,
B.R. and Bracci, J.M., 2004. Vulnerability function framework for
consequence-based engineering, {\it MAE Center Report 04-04}.
\شماره٪٪۶
Tantala M.
and Deodatis G. 2002. Development of seismic fragility curves for
tall buildings. {\it 15th ASCE Engineering Mechanics Conference}.
\شماره٪٪۷
Kazantzi, A., Vamvatsikos, D. and
Lignos, D., 2014, Seismic performance of a steel
moment-resisting frame subject to strength and ductility uncertainty,
{\it Engineering
Structures}, {\it 78}, pp.69-77, doi.org/10.1016/j.engstruct.2014.06.044.
\شماره٪٪۸
Zi, B. and Zhou, B., 2016. A modified hybrid uncertain analysis method for
dynamic response field of the LSOAAC with random and interval parameters,
{\it Journal of Sound and Vibration}, {\it 374}, pp.111-37,
doi.org/10.1016/j.jsv.2016.03.032.
\شماره٪٪۹
Zhou, B., Zi, B. and
Qian, S., 2017. Dynamics-based nonsingular interval model and
luffing angular response field analysis of the DACS with narrowly bounded
uncertainty, {\it Nonlinear Dynamics}, {\it 90}(4), pp.2599-626.
doi.org/10.1007/s11071-017-3826-1.
\شماره٪٪۱۰
Zi, B., Zhou, B.,
Zhu, W. and Wang, D. 2019. Hybrid function-based moment method for
luffing angular response of dual automobile crane system with random and
interval parameters.
{\it Journal of Computational and Nonlinear Dynamics}, {\it 14}(1),
doi.org/10.1115/1.4041967.
\شماره٪٪۱۱
Chen, J., Yang, J. and Li, J. 2016. A GF-discrepancy for point selection in
stochastic seismic response analysis of structures with uncertain parameters,
{\it Structural Safety},
{\it 59}, pp.20-31. doi.org/10.1016/j.strusafe.2015.11.001.
\شماره٪٪۱۲
Vamvatsikos, D. and Fragiadakis, M., 2010, Incremental dynamic analysis for
estimating seismic performance sensitivity and uncertainty. {\it Earthquake
engineering} \&
{\it Structural Dynamics}, {\it 39}(2), pp.141-63, doi.org/10.1002/eqe.935.
\شماره٪٪۱۳
Buratti, N., Ferracuti, B. and
Savoia, M., 2010. Response surface with random factors
for seismic fragility of reinforced concrete frames.
{\it Structural Safety}, {\it 32}(1),
pp.42-51. doi.org/10.1016/j.strusafe.2009.06.003.
\شماره٪٪۱۴
Craig, J.I., Frost, J.D.,
Goodno, B.J., Towashiraporn, P., Chawla, G., Seo. J.W. and Due\~{n}as-
Osorio L., 2007. Rapid assessment of Fragilities for Collections of
Buildings and Geostructures, MAE Center CD Release 07-17.
\شماره٪٪۱۵
Jough FKG., \c{s}ensoy, S., 2016. Prediction of seismic collapse risk of
steel moment frame mid-rise structures by meta-heuristic algorithms,
{\it Earthquake
Engineering and Engineering Vibration}, {\it 15}(4), pp.743-57,
doi.org/10.1007/s11803-016-0362-9.
\شماره٪٪۱۶
Sudret, Bruno. and Chu V. Mai., 2013.
Computing seismic fragility curves using polynomial chaos expansions.
In 11th
International conference on structural safety and reliability (ICOSSAR 2013).
Eidgen\"{o}
ssische Technische Hochschule Z\"{u}rich.
\شماره٪٪۱۷
Saha, S.K., Sepahvand, K., Matsagar,
V.A., Jain, A.K. and Marburg, S., 2016. Fragility
analysis of base-isolated liquid storage tanks under random sinusoidal base
excitation using generalized polynomial chaos expansion-based simulation,
{\it Journal of Structural Engineering}, {\it 142}(10), 04016059,
doi.org/10.1061/(ASCE)ST.1943-541X.00015.
\شماره٪٪۱۸
Saha, S.K., Matsagar, V. and
Chakraborty, S. 2016. Uncertainty quantification and
seismic fragility of base-isolated liquid storage tanks using response surface
models, {\it Probabilistic Engineering Mechanics}, {\it 43}, pp.20-35,
doi.org/10.1016/j.probengmech.2015.10.008.
\شماره٪٪۱۹
McKay, M.D., Beckman,
R.J. and Conover, W.J., 2000. A comparison of three methods for
selecting values of input variables in the analysis of output from a computer
code. {\it Technometrics}, {\it 42}(1), pp.55-61. doi.org/10.2307/1268522.
\شماره٪٪۲۰
Mukherjee, D., Rao, B. and Prasad, A. 2012. Cut-HDMR-based fully equivalent
operational model for analysis of unreinforced masonry structures.
{\it Sadhana},
{\it 37}(5), pp.609-28. doi.org/10.1007/s12046-012-0094-0.
\شماره٪٪۲۱
Unnikrishnan, V., Prasad, A. and
Rao, B., 2013. Development of fragility curves
using high-dimensional model representation. {\it Earthquake engineering} \&
{\it structural dynamics}, {\it 42}(3), pp.419-30. doi.org/10.1002/eqe.2214.
\شماره٪٪۲۲
Cornell, C.A., Jalayer, F.,
Hamburger, R.O. and Foutch, D.A. 2002, Probabilistic basis
for 2000 SAC federal emergency management agency steel moment frame guidelines,
{\it Journal of Structural Engineering}, {\it 128}(4), pp.526-33,
doi.org/10.1061/(ASCE)0733-9445(2002)128:4(5.
\شماره٪٪۲۳
Nielson, B.G. and
DesRoches, R., 2007. Seismic fragility methodology for highway
bridges using a component level approach,
{\it Earthquake Engineering} \& {\it Structural
Dynamics}, {\it 36}(6), pp.823-39. doi.org/10.1002/eqe.655.
\شماره٪٪۲۴
Nahar, T.T., Rahman, M.M., Tuan, C.A. and Kim, D.K., 2019. Seismic risk
assessment based on drift ratio for steel frame using high dimensional model
representation and incremental dynamic analysis. {\it In Proceedings of the
International Conference on Planning}. Architecture and Civil Engineering.
\شماره٪٪۲۵
Thachampuram, Sanju.J., 2014. Development of fragility curves for an RC
frame. PhD Diss.
\شماره٪٪۲۶
Fema P58. 2012., Applied Technology Council. and National Earthquake
Hazards Reduction Program (US). Seismic performance assessment of buildings.
Federal Emergency Management Agency.
\شماره٪٪۲۷
Metcalfe, A.V., 1997. Statistics in Civil Engineering (Arnold Applications of
Statistics Series), {\it John Wiley} \& {\it Sons Inc}.
\شماره٪٪۲۸
Jiang, L., Jiang, L., Hu, Y., Ye, J.
and Zheng, H., 2020, Seismic life-cycle cost
assessment of steel frames equipped with steel panel walls. {\it Engineering
Structures}, {\it 211}, p.110399, doi.org/10.1016/j.engstruct.2020.110399.
\شماره٪٪۲۹
The international building code, 2006, International Building code (IBC
(2006).
\شماره٪٪۳۰
AISC. 2016., Specification for Structural Steel Buildings. American
Institute of Steel Construction ANSI/AISC 360-16. Chicago, Illinois.
\شماره٪٪۳۱
ASCE 07., 2016. Minimum design loads for buildings and other structures.
Reston, VA: American Society of Civil Engineers.
\شماره٪٪۳۲
McKenna, F., 2011, OpenSees: A framework for earthquake engineering
simulation. {\it Computing in Science} \& {\it Engineering}, {\it 13}(4),
pp.58-66.
\شماره٪٪۳۳
Ibarra, L.F., Medina, R.A. and Krawinkler, H., 2005. Hysteretic models that
incorporate strength and stiffness deterioration. {\it
Earthquake Engineering} \&
{\it Structural Dynamics}, {\it 34}(12), pp.1489-511. doi.org/10.1002/eqe.495.
\شماره٪٪۳۴
Lignos, D.G.
and Krawinkler, H., 2011. Deterioration modeling of steel components
in support of collapse prediction of steel moment frames under earthquake
loading. {\it Journal of Structural Engineering}, {\it 137}(11), pp.1291-302,
doi.org/10.1061/(ASCE)ST.1943-541X.0000376.
\شماره٪٪۳۵
Shi, F., Ozbulut, O.E. and
Zhou, Y. 2020. Influence of shape memory alloy brace
design parameters on seismic performance of self-centering steel frame
buildings.
{\it Struct Control Health Monit}, {\it 27}(1), e2462.
doi.org/10.1002/stc.2462.
\شماره٪٪۳۶
Hossain, K.A., 2013. Structural optimization and life-cycle sustainability
assessment of reinforced concrete buildings in seismic regions. PhD diss.
\شماره٪٪۳۷
https://ngawest2.berkeley.edu.
\شماره٪٪۳۸
Barsom, J. and Frank, K., 2000, State of art report on materials and fracture.
FEMA 355a Washington, DC: Federal Emergency Management Agency.
\شماره٪٪۳۹
Roeder C., 2000. State of the art report on connection performance.
Federal
Emergency Management Agency (FEMA) Bulletin.
\شماره٪٪۴۰
FEMA P695, 2009. Applied Technology Council. Quantification of
building seismic performance factors. US Department of Homeland Security.