A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Progressive collapse analysis of steel frames via a nonlinear SDOF model
AbstractProgressive collapse is a dynamic loading incident triggered by the sudden loss of critical elements. Design codes provide simplified rules to consider the dynamic effects via the use of Dynamic Increased Factors in order to avoid complex and time‐consuming nonlinear time history analyses. In this paper, a nonlinear single degree of freedom (SDOF) system is presented that captures the dynamic response of steel frames subjected to a column removal scenario. The model takes into account inertia, damping effects and assumes an elastoplastic nonlinear resistance for the system. A closed‐form analytical solution for the dynamic equation of motion is derived and then is applied to a frame to simulate the response under a column removal scenario. A nonlinear finite element model developed in OpenSees was used to verify the accuracy of the analytical model. The results showed that the nonlinear response of the frame for the selected hazard event can be well captured with the proposed model.
Progressive collapse analysis of steel frames via a nonlinear SDOF model
AbstractProgressive collapse is a dynamic loading incident triggered by the sudden loss of critical elements. Design codes provide simplified rules to consider the dynamic effects via the use of Dynamic Increased Factors in order to avoid complex and time‐consuming nonlinear time history analyses. In this paper, a nonlinear single degree of freedom (SDOF) system is presented that captures the dynamic response of steel frames subjected to a column removal scenario. The model takes into account inertia, damping effects and assumes an elastoplastic nonlinear resistance for the system. A closed‐form analytical solution for the dynamic equation of motion is derived and then is applied to a frame to simulate the response under a column removal scenario. A nonlinear finite element model developed in OpenSees was used to verify the accuracy of the analytical model. The results showed that the nonlinear response of the frame for the selected hazard event can be well captured with the proposed model.
Progressive collapse analysis of steel frames via a nonlinear SDOF model
ce papers
Dimopoulos, Christoforos (author)
ce/papers ; 6 ; 2189-2194
2023-09-01
Article (Journal)
Electronic Resource
English
SDOF Model for Progressive Collapse Analysis
| British Library Conference Proceedings | 2005
SDOF Model for Progressive Collapse Analysis
| ASCE | 2005
Nonlinear SDOF Model for Dynamic Response of Structures under Progressive Collapse
| Online Contents | 2015
Nonlinear SDOF Model for Dynamic Response of Structures under Progressive Collapse
| Online Contents | 2016