This paper presents a simplified method in the seismic vulnerability assessment of
reinforced concrete (RC) buildings based on proposed seismic vulnerability index (SVI) …

The effectiveness of two proposed lateral load patterns (LLPs) to estimate the seismic
demands of base-isolated building frames by the pushover analysis (POA) is assessed by …

An energy‐based earthquake‐resistant structural design method is proposed. The proposed
method uses specific input energy spectra, modal or time‐history analyses, and energy …

An engineered cluster-based genetic algorithm (ECGA) has been used for performance-
based design optimization of two dimensional moment-resisting steel frames (MRSF) …

Three different Nonlinear Static Methods (NSM's), based on pushover analysis, are applied
to a 3-story, 2-bay, RC frame. They are (i) the Capacity Spectrum Method (CSM), described …

This study aims to investigate the efficacy of the capacity spectrum method (CSM) in the
prediction of seismic demands in comparison with benchmark responses of nonlinear time …

The inelastic response of existing reinforced concrete (RC) buildings without seismic details
is investigated, presenting the results from more than 1000 nonlinear analyses. The seismic …

The aim of the study is to compare and evaluate structural response demands obtained from
nonlinear static analysis procedures (NSPs) which are displacement coefficient method …

The aim of this study is to assess the performance objectives defined in the Iraqi Seismic
Code (ISC) in order to make a realistic evaluation related to Performance-Based Seismic …

Мета дисертаційної роботи полягає у визначенні напружено-деформованого стану
відповідальних конструкцій будівель і споруд при впливі вібродинамічних навантажень …