Progressive Collapse Analysis of Concrete-filled Steel Tubular Structures Woodhead Publishing Series in Civil and Structural Engineering Series
Auteurs : Gao Shan, Wang Jing-xuan, Xu Man
Progressive Collapse Analysis of Concrete-filled Steel Tubular Structures looks at quantitative design, namely direct design and how catenary action plays a critical role in resisting progressive collapse. After the failure of a structural column due to abnormal loads, such as explosion, fire, or vehicle strikes, the loads acting on the damaged column tend to be redistributed through the beams connected to the damaged column. Catenary action would form in the beams and beam-column joints to resist vertical loads. The failure of beam-column joints would prevent the forming of catenary action, which would initiate local collapse and even the progressive collapse of structures. Even though a few studies had been conducted on the progressive collapse resistance of the RC and steel structures with brace members, the study on the effect of tensile steel brace on the collapse resistance of composite frame with CFST (Concrete-filled Steel Tubular Structures) columns has been rarely reported/examined.
1. Introduction 2. Anti-collapse performance of concrete-filled steel tubular joints with long bolts 3. Anti-collapse performance of novel concrete-filled steel tubular joints 4. Anti-collapse performance of concrete-filled steel tubular steel frame 5. Anti-collapse performance of concrete-filled steel tubular composite frame 6. Dynamic performance of concrete-filled steel tubular frame under column loss
Since 2008, the team has collaboratively started working on the progressive collapse analysis of steel and composite structures through large experiments, multi-scale simulation and theoretical prediction.
More than 30 papers have been published regarding this topic with citations of more than 400. The researches from the authors are also included in a Chinese design standard against progressive collapse
Is a member of the Research Center of Metal and Composite Structures in Harbin Institute of Technology. The research center was founded by emeritus professor Shan-tong ZHONG; the Center has focused on the performance of concrete-filled steel tubular structures for more than 60 years.
Since 2008, the team has collaboratively started working on the progressive collapse analysis of steel and composite structures through large experiments, multi-scale simulation and theoretical prediction.
More than 30 papers have been published regarding this topic with citations of more than 400. The researches from the authors are also included in a Chinese design standard against progressive collapse
Is a member of the Research Center of Metal and Composite Structures in Harbin Institute of Technology. The research center was founded by emeritus professor Shan-tong ZHONG; the Center has focused on the performance of concrete-filled steel tubular structures for more than 60 years.
Since 2008, the team has collaboratively started working on the progressive collapse analysis of steel and composite structures through large experiments, multi-scale simulation and theoretical prediction.
More than 30 papers have been published regarding this topic with citations of more than 400. T
- Presents the latest references in terms of experiments, simulation, and theory
- Covers different test equipment used in tests of progressive collapse
- Provides modeling techniques used in numerical studies of progressive collapse
- Contains considerable information on the tests, simulations, and theoretical studies collected from the authors’ research in the last 10 years
Date de parution : 10-2024
Ouvrage de 350 p.
15x22.8 cm
Thème de Progressive Collapse Analysis of Concrete-filled Steel... :
Mots-clés :
<; P>; Concrete-filled steel tube; beam-column joint; progressive collapse; catenary action; bolted connection<; /P>
