Add to ORKGThe research work presented in this thesis proposes an approach, with the specific formulation of characteristic matrices, to analyze the nonlinear dynamics behavior of steel frames subjected to ground motions. The analysis is based on the displacement and energy framework, and the ground motions under consideration are induced by earthquake as well as underground shock. The ultimate aim is to implement a complete, realistically accurate and possibly efficient algorithm to investigate the insights of steel frame.Doctor of Philosophy (CEE
This paper presents the influence of the vertical seismic component on the non-linear dynamics analy...
This study presents a simple, efficient, accurate method for nonlinear time-history earthquake analy...
The main objective of the paper is the development and evaluation of a multi-mode pushover procedure...
The research work presented in this thesis proposes an approach, with the specific formulation of ch...
In this paper, the analytical method is presented to investigate the behaviors of nonlinear response...
In this work, a new method for nonlinear time-history earthquake analysis of 2D steel frames by a fi...
The effects of material nonlinearity and geometric instabilities of a bracing system of a dynamicall...
AbstractLatest experiment shows most of steel structures are damageable against earthquake in IRAN. ...
This paper focuses on investigating the nonlinear behavior of steel frame structures in practical en...
AbstractThis paper presents a reliable numerical procedure for nonlinear time-history analysis of th...
The object of the paper is the influence of the soil-structure interaction on the dynamic response o...
© 2019 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin Many ...
Analysis of steel braced frames under earthquake or wind excitation must account far deterioration p...
Structural elements, in many situations, are supported by other surfaces, such as soil, which may of...
The three-dimensional response of structures, comprised of members possessing nonlinear constitutive...
This paper presents the influence of the vertical seismic component on the non-linear dynamics analy...
This study presents a simple, efficient, accurate method for nonlinear time-history earthquake analy...
The main objective of the paper is the development and evaluation of a multi-mode pushover procedure...
The research work presented in this thesis proposes an approach, with the specific formulation of ch...
In this paper, the analytical method is presented to investigate the behaviors of nonlinear response...
In this work, a new method for nonlinear time-history earthquake analysis of 2D steel frames by a fi...
The effects of material nonlinearity and geometric instabilities of a bracing system of a dynamicall...
AbstractLatest experiment shows most of steel structures are damageable against earthquake in IRAN. ...
This paper focuses on investigating the nonlinear behavior of steel frame structures in practical en...
AbstractThis paper presents a reliable numerical procedure for nonlinear time-history analysis of th...
The object of the paper is the influence of the soil-structure interaction on the dynamic response o...
© 2019 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin Many ...
Analysis of steel braced frames under earthquake or wind excitation must account far deterioration p...
Structural elements, in many situations, are supported by other surfaces, such as soil, which may of...
The three-dimensional response of structures, comprised of members possessing nonlinear constitutive...
This paper presents the influence of the vertical seismic component on the non-linear dynamics analy...
This study presents a simple, efficient, accurate method for nonlinear time-history earthquake analy...
The main objective of the paper is the development and evaluation of a multi-mode pushover procedure...