Mehdi Poursha

发表

Seismic evaluation of vertically irregular building frames with stiffness, strength, combined-stiffness-and-strength and mass irregularities

Moosa Ebrahimi Nezhad, Mehdi Poursha, 2015 .

A multi-mode N2 (MN2) pushover procedure for ductility level seismic performance evaluation of jacket type offshore platforms

Mehdi Poursha, Mohamad Zarrin, A. R. M. Gharabaghi, 2020 .

The Effect of Different Parameters on a Single Invariant Lateral Displacement Distribution to Consider the Higher Modes Effect in a Displacement-Based Pushover Procedure

Mehdi Poursha, Mohamad Amin Amini, 2015 .

Assessment of modal pushover analysis and conventional nonlinear static procedure with load distributions of federal emergency management agency for high‐rise buildings

Faramarz Khoshnoudian, Abdolreza S. Moghadam, Mehdi Poursha, 2008 .

A consecutive modal pushover procedure for estimating the seismic demands of tall buildings

Faramarz Khoshnoudian, Abdolreza S. Moghadam, Mehdi Poursha, 2009 .

The modified and extended upper-bound (UB) pushover method for the multi-mode pushover analysis of unsymmetric-plan tall buildings

Mehdi Poursha, Esmaiel Talebi Samarin, M. Poursha, 2015 .

Assessment of conventional nonlinear static procedures with FEMA load distributions and modal pushover analysis for high-rise buildings

Faramarz Khoshnoudian, Mehdi Poursha, AbdoReza S. Moghadam, 2008 .

Seismic evaluation of geometrically irregular steel moment resisting frames with setbacks considering their dynamic characteristics

Mehdi Poursha, Zohreh Bohlouli, 2016, Bulletin of Earthquake Engineering.

Adaptive Force-Based Multimode Pushover Analysis for Seismic Evaluation of Midrise Buildings

Mehdi Poursha, Mohamad Amin Amini, M. Poursha, 2018, Journal of Structural Engineering.

An investigation of seismic parameters of low yield strength steel plate shear walls

Karim Abedi, Mehdi Poursha, Negin Soltani, 2017 .

Applicability of the N2, extended N2 and modal pushover analysis methods for the seismic evaluation of base-isolated building frames with lead rubber bearings (LRBs)

Mehdi Poursha, Hossein Nakhostin Faal, M. Poursha, 2017 .

A non-adaptive displacement-based pushover procedure for the nonlinear static analysis of tall building frames

Mehdi Poursha, Mohamad Amin Amini, M. A. Amini, 2016 .

A consecutive modal pushover procedure for nonlinear static analysis of one-way unsymmetric-plan tall building structures

Faramarz Khoshnoudian, Abdolreza S. Moghadam, Mehdi Poursha, 2011 .

ON THE SEISMIC BEHAVIOR OF UNSYMMETRIC-PLAN TALL REINFORCED CONCRETE (RC) BUILDINGS WITH DUAL WALL-FRAME SYSTEM

Mehdi Poursha, M Habibi, 2014 .

The extended consecutive modal pushover procedure for estimating the seismic demands of two-way unsymmetric-plan tall buildings under influence of two horizontal components of ground motions

Faramarz Khoshnoudian, Abdolreza S. Moghadam, Mehdi Poursha, 2014 .

A single-run multi-mode pushover analysis to account for the effect of higher modes in estimating the seismic demands of tall buildings

Mehdi Poursha, Mohamad Amin Amini, M. Poursha, 2015, Bulletin of Earthquake Engineering.

An updated consecutive modal pushover (UCMP) procedure for estimating the ductility level earthquake design demands of jacket offshore platforms

Mehdi Poursha, Mohamad Zarrin, A.R. Mostafa Gharabaghi, 2021 .

On the accuracy of enhanced pushover procedures for seismic performance evaluation of code-conforming RC moment-resisting frame buildings subjected to pulse-like and non-pulse-like excitations

Mehdi Poursha, Aydin Daei, 2021 .

Behavior factor and displacement amplification factor for the seismic design of single-layer barrel vaults

Karim Abedi, Mehdi Poursha, Reza Khalili, 2020 .

A BREAKTHROUGH IN ESTIMATING THE SEISMIC DEMANDS OF TALL BUILDINGS

Faramarz Khoshnoudian, Mehdi Poursha, A. S. Moghadam, 2008 .