In the past decades, the research and development of methodologies have received
considerable attention which quantified earthquake-related damages to structures. Among …

This article is the second part of the series of the comprehensive review which is related to
the outrigger and belt‐truss system design for tall buildings. In this part, by presenting and …

This work summarizes the results of a series of nonlinear dynamic finite element analyses
devoted to assess peculiar aspects in the seismic response of high-rise mega-frame …

This paper aims to extend the consecutive modal pushover (CMP) procedure for estimating
the seismic demands of two-way unsymmetric-plan tall buildings subjected to bi-directional …

Abstract Conventional Pushover Analysis relies on the use of monotonic lateral load
distribution. The seismic displacement demands based on this procedure are considered an …

In order to account for the effect of higher modes in estimating the seismic demands of tall
buildings, a non-adaptive displacement-based pushover (NADP) procedure based on …

An innovative single-run adaptive modal pushover procedure based on the modal story
shear and torque has been developed for seismic assessment of asymmetric-plan buildings …

In February 2023, shaking table tests on a full-scale 10-story steel building was conducted at
the E-Defense facility to advance seismic structural techniques and validate numerical …

To consider the effect of higher modes in predicting the seismic responses of midrise
buildings, as well as the progressive changes in the dynamic characteristics during the …

Conducting nonlinear pushover analysis typically demands intricate and resource-intensive
computational efforts, involving a highly iterative process necessary for meeting both design …