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Drift assessment of steel moment frames with masonry infills considering period elongation effects due to infill failure in damping model
Seyed Alireza Bazregari, Mansoor Yakhchalian *
Abstract
Developing a macro-element method for the analysis of masonry infill walls under in-plane lateral loading
Mohammad Mosa Ahmadvand, ahmad maleki *, Masoud Pourbaba
Abstract
Experimental Study of durability and the amount of steel fiberous concrete containing ferrock subjected to high temperature
Seyed Hosein Ghasemzadeh Mousavinejad *, Seyed Mohammad Mehdi Hosseini Ghaziani
Abstract
Experimental evaluation of the confinement of crossties on development length of 90 degree bent hooks in tension
Masoud Fatemi Ghomi, Mehdi Alirezaei *, Mahdi Sharifi, Sajjad Zareian
Abstract
Seismic Design of Single-layer Ribbed and Schwedler Domes with Multi-Component Response Spectrum and Time History Analyses
Ali Komeyzi, Pooya Zakian *, Fatemeh Davodijam
Abstract
Proposing an Equivalent Single Degree of Freedom System to Determine the Capacity Curve of Curved Bridges
ZAKARIA SHAMS EDDIN, Farhad Daneshjoo *
Abstract
Back to Original Issue
Drift assessment of steel moment frames with masonry infills considering period elongation effects due to infill failure in damping modelSeyed Alireza Bazregari, Mansoor Yakhchalian *
Abstract
Developing a macro-element method for the analysis of masonry infill walls under in-plane lateral loadingMohammad Mosa Ahmadvand, ahmad maleki *, Masoud Pourbaba
Abstract
Experimental Study of durability and the amount of steel fiberous concrete containing ferrock subjected to high temperatureSeyed Hosein Ghasemzadeh Mousavinejad *, Seyed Mohammad Mehdi Hosseini Ghaziani
Abstract
Experimental evaluation of the confinement of crossties on development length of 90 degree bent hooks in tensionMasoud Fatemi Ghomi, Mehdi Alirezaei *, Mahdi Sharifi, Sajjad Zareian
Abstract
Seismic Design of Single-layer Ribbed and Schwedler Domes with Multi-Component Response Spectrum and Time History AnalysesAli Komeyzi, Pooya Zakian *, Fatemeh Davodijam
Abstract
Proposing an Equivalent Single Degree of Freedom System to Determine the Capacity Curve of Curved BridgesZAKARIA SHAMS EDDIN, Farhad Daneshjoo *
Abstract