Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
In this paper, a 3-dimensional finite element model is built by the author to analyse the progressive collapse potentials of high-rise buildings. Two different assessment methods are used in the analysis. In the first study, the alternative load path method is used for analysis. The full 3-D behaviour of the multi-story building under sudden column removal was studied. Based on this model, a direct simulation method of blast loading is also developed to assess the behaviour of the building under blast loading. The comparison between the two numerical assessment methods is made. The pros and cons of these two methods are compared.
In this paper, a 3-dimensional finite element model is built by the author to analyse the progressive collapse potentials of high-rise buildings. Two different assessment methods are used in the analysis. In the first study, the alternative load path method is used for analysis. The full 3-D behaviour of the multi-story building under sudden column removal was studied. Based on this model, a direct simulation method of blast loading is also developed to assess the behaviour of the building under blast loading. The comparison between the two numerical assessment methods is made. The pros and cons of these two methods are compared.
Assessment of the Progressive Collapse Potential in Tall Buildings with 3D FE Method
Fu, Feng (Autor:in)
Structures Congress 2014 ; 2014 ; Boston, Massachusetts, United States
Structures Congress 2014 ; 847-856
02.04.2014
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Assessment of the Progressive Collapse Potential in Tall Buildings with 3D FE Method
| British Library Conference Proceedings | 2014
| British Library Online Contents | 2016