The effectiveness of two simple load distributions for pushover analysis recently proposed by the authors is investigated through a comparative study, involving static and dynamic analyses of seismic response of eccentrically braced frames. It is shown that in the upper floors only multimodal pushover procedures provide results close to the dynamic profile, while the proposed load patterns are always conservative in the lower floors. They over-estimate the seismic response less than the uniform distribution, representing a reliable alternative to the uniform or more sophisticated adaptive procedures proposed by seismic codes. © 2008 American Institute of Physics
none3noThe purpose of the research presented in this paper was to investigate the effectiveness of s...
There has been a growth in extensive research aimed at examining the effects of seismic events on th...
Inelastic static pushover analysis of structural systems subjected to earthquake loading is rapidly ...
The effectiveness of two simple load distributions for pushover analysis recently proposed by the au...
Two simplified adaptive load patterns for conservative estimation of seismic demand in 2D frames by ...
In this paper, a new lateral load pattern is proposed for pushover analysis of structures. In order ...
Two simplified adaptive load patterns for conservative estimation of seismic demand in 2D frames by ...
Pushover analysis involves certain approximations and simplifications that some amount of variation ...
This paper concentrates on evaluation of current Pushover Procedures to assess the seismic demands o...
The static pushover analysis, POA, is becoming popular as a simplified computer method for seismic p...
AbstractThe nonlinear static procedure, based on pushover analysis, has become an important tool to ...
This paper investigates the potentialities of the pushover analysis to estimate the seismic deformat...
In this report, the applicability of conventional and advanced inelastic static (pushover) analysis ...
Abstract: Recently, attention has been paid to the performance-based seismic design that requires de...
Developed herein is an improved pushover analysis procedure based on structural dynamics theory, whi...
none3noThe purpose of the research presented in this paper was to investigate the effectiveness of s...
There has been a growth in extensive research aimed at examining the effects of seismic events on th...
Inelastic static pushover analysis of structural systems subjected to earthquake loading is rapidly ...
The effectiveness of two simple load distributions for pushover analysis recently proposed by the au...
Two simplified adaptive load patterns for conservative estimation of seismic demand in 2D frames by ...
In this paper, a new lateral load pattern is proposed for pushover analysis of structures. In order ...
Two simplified adaptive load patterns for conservative estimation of seismic demand in 2D frames by ...
Pushover analysis involves certain approximations and simplifications that some amount of variation ...
This paper concentrates on evaluation of current Pushover Procedures to assess the seismic demands o...
The static pushover analysis, POA, is becoming popular as a simplified computer method for seismic p...
AbstractThe nonlinear static procedure, based on pushover analysis, has become an important tool to ...
This paper investigates the potentialities of the pushover analysis to estimate the seismic deformat...
In this report, the applicability of conventional and advanced inelastic static (pushover) analysis ...
Abstract: Recently, attention has been paid to the performance-based seismic design that requires de...
Developed herein is an improved pushover analysis procedure based on structural dynamics theory, whi...
none3noThe purpose of the research presented in this paper was to investigate the effectiveness of s...
There has been a growth in extensive research aimed at examining the effects of seismic events on th...
Inelastic static pushover analysis of structural systems subjected to earthquake loading is rapidly ...