Progressive Collapse Analysis of Concrete-filled Steel Tubular Structures
- 1st Edition - October 1, 2024
- Authors: Shan Gao, Jing-xuan Wang, Man Xu
- Language: English
- Paperback ISBN:9 7 8 - 0 - 4 4 3 - 2 1 7 2 2 - 7
- eBook ISBN:9 7 8 - 0 - 4 4 3 - 2 1 7 2 3 - 4
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 resist… Read more
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Request a sales quoteProgressive 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.
- 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
Researchers, Graduates and Post Graduate Civil Engineering Students, Civil Engineering Designers
1. Introduction
Literature reviews.
2. Anti-collapse performance of concrete-filled steel tubular joints with long bolts
2.1 CFST joints with long bolts and flush endplate
2.2 CFST joints with long bolts and extended endplate
2.3 CFST joints with long bolts and stiffened angle
3. Anti-collapse performance of novel concrete-filled steel tubular joints
3.1 Test
3.2 Numerical simulation
3.3 Theoretical prediction
4. Anti-collapse performance of concrete-filled steel tubular steel frame
4.1 Test
4.2 Numerical simulation
4.3 Theoretical prediction
5. Anti-collapse performance of concrete-filled steel tubular composite frame
5.1 Test
5.2 Numerical simulation
5.3 Theoretical prediction
6. Dynamic performance of concrete-filled steel tubular frame under column loss
6.1 Planar frame
6.2 Spatial frame
Literature reviews.
2. Anti-collapse performance of concrete-filled steel tubular joints with long bolts
2.1 CFST joints with long bolts and flush endplate
2.2 CFST joints with long bolts and extended endplate
2.3 CFST joints with long bolts and stiffened angle
3. Anti-collapse performance of novel concrete-filled steel tubular joints
3.1 Test
3.2 Numerical simulation
3.3 Theoretical prediction
4. Anti-collapse performance of concrete-filled steel tubular steel frame
4.1 Test
4.2 Numerical simulation
4.3 Theoretical prediction
5. Anti-collapse performance of concrete-filled steel tubular composite frame
5.1 Test
5.2 Numerical simulation
5.3 Theoretical prediction
6. Dynamic performance of concrete-filled steel tubular frame under column loss
6.1 Planar frame
6.2 Spatial frame
- No. of pages: 350
- Language: English
- Edition: 1
- Published: October 1, 2024
- Imprint: Woodhead Publishing
- Paperback ISBN: 9780443217227
SG
Shan Gao
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
Affiliations and expertise
Professor, Research Center of Metal and Composite Structures in Harbin Institute of Technology, Harbin, ChinaJW
Jing-xuan Wang
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
Affiliations and expertise
Research Center of Metal and Composite Structures in Harbin Institute of Technology, Harbin, ChinaMX
Man Xu
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
Affiliations and expertise
Research Center of Metal and Composite Structures in Harbin Institute of Technology, Harbin, China