An adaptive version of the capacity spectrum method is proposed to estimate deformation
demands of steel moment-resisting frames under seismic loads. Its computational …

The reliability of advanced nonlinear static procedures to estimate deformation demands of
steel momentresisting frames under seismic loads is investigated. The advantages of refined …

The main objective of the paper is the development and evaluation of a multi-mode
pushover procedure for the approximate analysis of the seismic response of steel moment …

A multi-run and multi-mode pushover procedure for the approximate analysis of the seismic
response of steel moment-resisting frames is developed and evaluated. A set of generalized …

This paper focuses on the evaluation of a set of Nonlinear Static Procedures (NSPs), applied
to groups of plan-regular and irregular steel structures with three stories. The NSPs selected …

In recent years, nonlinear static procedures (NSPs) have gained considerable popularity as
an efficient tool in the performance based seismic design practice. This was backed by …

This article proposes a new energy-based approach for predicting seismic demands of steel
structures at the near-fault sites by introducing the concept of dissipated hysteretic input …

A modified dynamic‐based pushover (MDP) analysis is proposed to properly consider the
effects of higher modes and the nonlinear behavior of the structural systems. For this …

The seismic performance of rigid steel frames is widely investigated, but that of semi-rigid
(SR) steel frames are not studied extensively, especially for near-field earthquakes. In this …

The applicability of nonlinear static procedures for estimating the seismic demands of typical
regular RC moment-resisting frames is evaluated. This work, conducted within the …