M. Poursha

发表

Prediction of the force demands of tall buildings through the enhanced pushover procedures

M. A. Amini, M. Poursha, 2018, The Structural Design of Tall and Special Buildings.

Seismic Evaluation of Tall Unstiffened Steel Plate Shear Wall (SPSW) Systems with Emphasis on Reversal Phenomenon in the Higher Mode Pushover Curve

M. Poursha, Ebrahim Kosari, K. Abedi, 2019 .

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 .

Seismic Performance Evaluation of Code-compliant RC Moment-resisting Frame Buildings Subjected to Near-fault Pulse-like and Non-pulse-like Ground Motions

M. Poursha, Aydin Daei, M. Zarrin, 2021, Journal of Earthquake Engineering.

The collapse period of degrading SDOF systems considering a broad range of structural parameters

M. Poursha, Amin Norouzi, 2018, Soil Dynamics and Earthquake Engineering.

Simultaneous determination of optimal toll locations and toll levels in cordon-based congestion pricing problem (case study of Mashhad city)

F. Khoshnoudian, H. Shahnazari, M. Poursha, 2011 .

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.

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

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

Effect of the spectral shape of ground motion records on the collapse fragility assessment of degrading SDOF systems

M. Poursha, Amin Norouzi, 2021, Earthquake Engineering and Engineering Vibration.

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 .

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 .

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 Simplified Formula for the Determination of the Fundamental Period of Mixed Structures with Vertical Combination of Different Seismic Resisting Systems

M. Chenaghlou, M. Poursha, Amir Saadatkhah, 2022, Structures.

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 .

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

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

Sensitivity of structural responses to the processing of near-fault ground motion records containing fling-step

M. Poursha, Aydin Daei, M. Zarrin, 2023, Advances in Structural Engineering.

An iterative process for pushover analysis of double unsymmetric-plan low- and medium-rise buildings under bi-directional excitation

M. Poursha, M. Poursha, 2013 .

Effects of P-delta and spectral shape of ground motion records on strength reduction factor and inelastic displacement ratio of SDOF systems with deterioration

M. Poursha, Zohreh Bohlouli, 2024, Structures.