Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Mohammad Reza Banan"'
Publikováno v:
Journal of Optimization in Industrial Engineering, Vol 11, Iss 1, Pp 67-76 (2018)
Stochastic programming is a valuable optimization tool where used when some or all of the design parameters of an optimization problem are defined by stochastic variables rather than by deterministic quantities. Depending on the nature of equations i
Externí odkaz:
https://doaj.org/article/45517fd628b94cb381a7bcd439e97d97
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 46:1049-1058
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d5c4fbcd8dde96796ed94e956cbba8d
https://doi.org/10.1007/s40996-021-00769-7
https://doi.org/10.1007/s40996-021-00769-7
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 45:1349-1369
Damage to one or multiple components of a bridge could result in various conditions, extended from a cosmetically repairable damage to jeopardizing life safety of the users. Fragility curves are beneficial in seismic risk assessment. Due to the limit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8c137d08b961f0628217353877edfe2
https://doi.org/10.1007/s40996-020-00455-0
https://doi.org/10.1007/s40996-020-00455-0
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 44:1047-1056
Reinforced concrete squat shear walls (RCSSWs) are structural elements commonly used in low-rise buildings and as bridge pier-walls and building basement walls. RCSSWs lateral in-plane failure modes are diagonal tension, diagonal compression, and sli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df9cae346150a63d9a1873860fa2f7e3
https://doi.org/10.1007/s40996-020-00349-1
https://doi.org/10.1007/s40996-020-00349-1
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 44:803-812
Nonlinear static procedures are commonly used to compute seismic demands of structural systems. This paper combines the modified capacity spectrum method (MCSM) and modal pushover analysis (MPA) and proposes a new nonlinear static method called MPA
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc1bae38df66ddb4101d9a39d8463811
https://doi.org/10.1007/s40996-019-00275-x
https://doi.org/10.1007/s40996-019-00275-x
Autor:
Mohammad Reza Banan, Vahid Mokarram
Publikováno v:
Applied Soft Computing. 73:647-665
Performance-based design (PBD) of buildings can be properly addressed in a multi-objective optimization framework. However, computational costs of such an approach will be very expensive especially if nonlinear time-history analysis (NTHA) is used as
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a7f60e0a4788de18078642f46c6a18d
https://doi.org/10.1016/j.asoc.2018.08.048
https://doi.org/10.1016/j.asoc.2018.08.048
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 43:463-477
For reinforced concrete design and evaluation, the designer needs to compute the shear capacities for members based on their damage state. However, the most popular code-based shear capacity formula for RC frame members (ACI318-14) is not capable of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2e91bbfa31fbc10d2287e6c8e5ef8693
https://doi.org/10.1007/s40996-018-0199-8
https://doi.org/10.1007/s40996-018-0199-8
Autor:
Mohammad Reza Banan, Vahid Mokarram
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 43:15-22
Although incremental dynamic analysis (IDA) can be regarded as an accurate tool for evaluating seismic capacity of structures, it is very time intensive. Generating IDA curves requires performing multiple nonlinear time-history analyses (NTHA) for gi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac395b14bc26f679834aa20f6a3741e7
https://doi.org/10.1007/s40996-018-0201-5
https://doi.org/10.1007/s40996-018-0201-5
Publikováno v:
Journal of Constructional Steel Research. 148:361-370
Current guidelines do not address the design of column base connections under combined biaxial bending moment and axial load. An analytical study is conducted to develop a biaxial moment-axial load interaction curve for design of exposed, unstiffened
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::55e049c4a336f2062bc5b73479ab26c5
https://doi.org/10.1016/j.jcsr.2018.05.025
https://doi.org/10.1016/j.jcsr.2018.05.025
Publikováno v:
KSCE Journal of Civil Engineering. 22:1911-1919
Capacity Spectrum Method (CSM) as a nonlinear equivalent static method is one of the practical procedures which is usually used to estimate the seismic demands for design and evaluation of structural systems. This paper proposes a nonlinear equivalen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a6a1a411030d687382cff659c5124b17
https://doi.org/10.1007/s12205-017-0142-8
https://doi.org/10.1007/s12205-017-0142-8