mohsen ali Shayanfar
mohsen ali Shayanfar
School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran
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Citata da
Citata da
A story shear-based adaptive pushover procedure for estimating seismic demands of buildings
K Shakeri, MA Shayanfar, T Kabeyasawa
Engineering structures 32 (1), 174-183, 2010
An adaptive directional importance sampling method for structural reliability analysis
MA Shayanfar, MA Barkhordari, M Barkhori, M Barkhori
Structural Safety 70, 14-20, 2018
Reliability assessment with fuzzy random variables using interval Monte Carlo simulation
E Jahani, RL Muhanna, MA Shayanfar, MA Barkhordari
Computer‐Aided Civil and Infrastructure Engineering 29 (3), 208-220, 2014
Simplified BNWF model for nonlinear seismic response analysis of offshore piles with nonlinear input ground motion analysis
MHE Naggar, MA Shayanfar, M Kimiaei, AA Aghakouchak
Canadian Geotechnical Journal 42 (2), 365-380, 2005
Cyclic lateral response of pile foundations in offshore platforms
MM Memarpour, M Kimiaei, M Shayanfar, M Khanzadi
Computers and Geotechnics 42, 180-192, 2012
Development of a GA-based method for reliability-based optimization of structures with discrete and continuous design variables using OpenSees and Tcl
M Shayanfar, R Abbasnia, A Khodam
Finite Elements in Analysis and Design 90, 61-73, 2014
Effect of longitudinal rebar corrosion on the compressive strength reduction of concrete in reinforced concrete structure
MA Shayanfar, MA Barkhordari, M Ghanooni-Bagha
Advances in Structural Engineering 19 (6), 897-907, 2016
Probabilistic Vulnerability Assessment of Horizontally Curved Multiframe RC Box-Girder Highway Bridges
H Pahlavan, B Zakeri, GG Amiri, M Shaianfar
Journal of Performance of Constructed Facilities, 1-12, 2015
Element size effects in nonlinear analysis of reinforced concrete members
MA Shayanfar, A Kheyroddin, MS Mirza
Computers & structures 62 (2), 339-352, 1997
An efficient reliability algorithm for locating design point using the combination of importance sampling concepts and response surface method
MA Shayanfar, MA Barkhordari, MA Roudak
Communications in Nonlinear Science and Numerical Simulation 47, 223-237, 2017
A new adaptive importance sampling Monte Carlo method for structural reliability
E Jahani, MA Shayanfar, MA Barkhordari
KSCE Journal of Civil Engineering 17, 210-215, 2013
Experimental study of cyclic behavior of composite vertical shear link in eccentrically braced frames
MA Shayanfar, MA Barkhordari, AR Rezaeian
Steel & Composite Structures 12 (1), 13-29, 2012
A robust approximation method for nonlinear cases of structural reliability analysis
MA Roudak, MA Shayanfar, MA Barkhordari, M Karamloo
International Journal of Mechanical Sciences 133, 11-20, 2017
Progressive collapse-resisting mechanisms and robustness of RC frame–shear wall structures
MA Shayanfar, MM Javidan
Journal of Performance of Constructed Facilities 31 (5), 04017045, 2017
Corrosion-induced reduction in compressive strength of self-compacting concretes containing mineral admixtures
M Ghanooni-Bagha, MA Shayanfar, AA Shirzadi-Javid, H Ziaadiny
Construction and Building Materials 113, 221-228, 2016
The effect of materials on the reliability of reinforced concrete beams in normal and intense corrosions
M GhAnooni-BAGhA, MA ShAyAnfAr, O Reza-Zadeh, M Zabihi-Samani
Eksploatacja i Niezawodność 19 (3), 2017
Estimation of corrosion occurrence in RC structure using reliability based PSO optimization
MA Shayanfar, MA Barkhordari, M Ghanooni-Bagha
Periodica Polytechnica Civil Engineering 59 (4), 531-542, 2015
Corrosion effects on tension stiffening behavior of reinforced concrete
MA Shayanfar, M Ghalehnovi, A Safiey
Computers and Concrete 4 (5), 2007
Seismic performance of eccentrically braced frame with vertical link using PBPD method
MA Shayanfar, AR Rezaeian, A Zanganeh
The Structural Design of Tall and Special Buildings 23 (1), 1-21, 2014
Reliability-based design optimization of structural systems using a hybrid genetic algorithm
R Abbasnia, M Shayanfar, A Khodam
Structural Engineering and Mechanics, An Int'l Journal 52 (6), 1099-1120, 2014
Il sistema al momento non pu eseguire l'operazione. Riprova pi tardi.
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