Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Mahmoud Reza Banan"'
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e2d115a6c5bd0ef7b9d5bb0a39fd791f
https://doi.org/10.1007/s40996-023-01128-4
https://doi.org/10.1007/s40996-023-01128-4
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
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
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
Publikováno v:
Steel and Composite Structures. 21:1251-1264
After observing relatively poor performance of bolted web-welded flange beam-to-column connections during 1994 Northridge earthquake, various types of connections based on two concepts of: (i) strengthening the connection; and (ii) weakening the beam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::733a264bfc42d0102cb56710a04126c8
https://doi.org/10.12989/scs.2016.21.6.1251
https://doi.org/10.12989/scs.2016.21.6.1251
Publikováno v:
KSCE Journal of Civil Engineering. 17:1064-1072
This study investigates the effect of frame set-back irregularity in height on accuracy of Modal Pushover Analysis (MPA) for predicting target displacement, story drifts, and base shear. In order to have a thorough investigation of frame irregularity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::826155f8d4bb1228845b5e8833380b72
https://doi.org/10.1007/s12205-013-0137-z
https://doi.org/10.1007/s12205-013-0137-z
Publikováno v:
Engineering Structures. 37:143-151
The aspects of a robust and practical damage-based deterministic seismic design approach for reinforced concrete (RC) buildings have been discussed. The proposed performance-based design approach can be used for different structural systems by using
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37564f74f2750d97a6e4c7fc378caeca
https://doi.org/10.1016/j.engstruct.2011.12.025
https://doi.org/10.1016/j.engstruct.2011.12.025