The extended N2 method taking into account higher mode effects in elevation
The N2 method has been extended in order to take into account higher mode effects in
elevation. The extension is based on the assumption that the structure remains in the elastic …
elevation. The extension is based on the assumption that the structure remains in the elastic …
A multi-mode adaptive pushover analysis procedure for estimating the seismic demands of RC moment-resisting frames
The main contribution of this paper is to develop a new multi-mode adaptive pushover
analysis procedure for estimating the seismic demands of RC moment-resisting frames. The …
analysis procedure for estimating the seismic demands of RC moment-resisting frames. The …
Comparing pushover methods for irregular high-rise structures, partially infilled with masonry panels
A Rooshenas - Structures, 2020 - Elsevier
Dynamic analysis is the best and most accurate type of analysis for accurate evaluation of
structures. However, being time consuming and the need for experience in reviewing the …
structures. However, being time consuming and the need for experience in reviewing the …
Response modification factor for steel moment-resisting frames by different pushover analysis methods
M Izadinia, MA Rahgozar… - Journal of Constructional …, 2012 - Elsevier
The earthquake loads imposed to the structures are generally much more than what they are
designed for. This reduction of design loads by seismic codes is through the application of …
designed for. This reduction of design loads by seismic codes is through the application of …
An adaptive pushover procedure based on effective modal mass combination rule
R Abbasnia, AT Davoudi, MM Maddah - Engineering Structures, 2013 - Elsevier
In order to overcome the major drawbacks of conventional pushover methods, researchers
have recently been motivated to develop adaptive pushover procedures by which effect of …
have recently been motivated to develop adaptive pushover procedures by which effect of …
Seismic evaluation of vertically irregular RC frames subjected to mainshock-aftershock sequences of near-fault and far-fault ground motions
H Kosarzadeh, M Poursha - Structures, 2023 - Elsevier
Sequential ground motions can significantly affect the seismic demands of reinforced
concrete (RC) frames with irregularity along the height. In this paper, the effect of sequential …
concrete (RC) frames with irregularity along the height. In this paper, the effect of sequential …
Cyclic pushover analysis procedure to estimate seismic demands for buildings
P Panyakapo - Engineering Structures, 2014 - Elsevier
Abstract Conventional Pushover Analysis relies on the use of monotonic lateral load
distribution. The seismic displacement demands based on this procedure are considered an …
distribution. The seismic displacement demands based on this procedure are considered an …
A non-adaptive displacement-based pushover procedure for the nonlinear static analysis of tall building frames
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 …
buildings, a non-adaptive displacement-based pushover (NADP) procedure based on …
An adaptive modal pushover procedure for asymmetric-plan buildings
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 …
shear and torque has been developed for seismic assessment of asymmetric-plan buildings …
Comparison of static pushover and dynamic analyses using RC building shaking table experiment
S Li, Z Zuo, C Zhai, L Xie - Engineering Structures, 2017 - Elsevier
The main objective of this study is to assess the accuracy and applicability of static pushover
analysis (POA). The POA is widely used to estimate the structural seismic response due to …
analysis (POA). The POA is widely used to estimate the structural seismic response due to …