Progressive collapse resistance analysis of RC frames

To mitigate progressive collapse, indirect and direct designs are the two main types of approaches currently adopted in building codes. Of the various methods such as the tie force method and enhanced local resistance method under indirect design and specified local resistance method and alternate l...

Full description

Saved in:
Bibliographic Details
Main Author: Wee, Yun Han
Other Authors: Tan Kang Hai
Format: Final Year Project
Language:English
Published: 2015
Subjects:
Online Access:http://hdl.handle.net/10356/64136
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-64136
record_format dspace
spelling sg-ntu-dr.10356-641362023-03-03T17:17:08Z Progressive collapse resistance analysis of RC frames Wee, Yun Han Tan Kang Hai School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design To mitigate progressive collapse, indirect and direct designs are the two main types of approaches currently adopted in building codes. Of the various methods such as the tie force method and enhanced local resistance method under indirect design and specified local resistance method and alternate load paths (ALP) method under direct design, the ALP is the more rigorous approach since it explicitly identifies threat-specific scenarios and provide sufficient ductility and continuity for the successful transfer of loads. Hence, the ALP method is often used in conjunction with column removal to assess whether progressive collapse will occur. Previous research work in this area explored the effects of varying parameters on the development of ALPs, such as varying the boundary conditions and changing the detailing of the specimens (normal/seismic). However, experimental data with regard to torsional effect is limited although this type of eccentric loading might be more relevant in a blast scenario as compared to normal gravity loading. Hence, to investigate the development of ALPs in structures subjected to torsional loading, 3 specimens with the same detailing were tested under 3 different loading scenarios: normal loading (Specimen A), torsional loading with a lever arm of one beam depth (Specimen B) and torsional loading with a lever arm of half beam depth (Specimen C). The results were analysed at 3 levels: structural, cross-sectional and fiber levels and corroborated to improve the accuracy of the analysis. Failure analysis was also conducted using the space truss model for Specimens B and C to check how the extent of torsional loading affected the failure mode and hindered the development of ALPs. Bachelor of Engineering (Civil) 2015-05-25T02:41:18Z 2015-05-25T02:41:18Z 2015 2015 Final Year Project (FYP) http://hdl.handle.net/10356/64136 en Nanyang Technological University 96 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Wee, Yun Han
Progressive collapse resistance analysis of RC frames
description To mitigate progressive collapse, indirect and direct designs are the two main types of approaches currently adopted in building codes. Of the various methods such as the tie force method and enhanced local resistance method under indirect design and specified local resistance method and alternate load paths (ALP) method under direct design, the ALP is the more rigorous approach since it explicitly identifies threat-specific scenarios and provide sufficient ductility and continuity for the successful transfer of loads. Hence, the ALP method is often used in conjunction with column removal to assess whether progressive collapse will occur. Previous research work in this area explored the effects of varying parameters on the development of ALPs, such as varying the boundary conditions and changing the detailing of the specimens (normal/seismic). However, experimental data with regard to torsional effect is limited although this type of eccentric loading might be more relevant in a blast scenario as compared to normal gravity loading. Hence, to investigate the development of ALPs in structures subjected to torsional loading, 3 specimens with the same detailing were tested under 3 different loading scenarios: normal loading (Specimen A), torsional loading with a lever arm of one beam depth (Specimen B) and torsional loading with a lever arm of half beam depth (Specimen C). The results were analysed at 3 levels: structural, cross-sectional and fiber levels and corroborated to improve the accuracy of the analysis. Failure analysis was also conducted using the space truss model for Specimens B and C to check how the extent of torsional loading affected the failure mode and hindered the development of ALPs.
author2 Tan Kang Hai
author_facet Tan Kang Hai
Wee, Yun Han
format Final Year Project
author Wee, Yun Han
author_sort Wee, Yun Han
title Progressive collapse resistance analysis of RC frames
title_short Progressive collapse resistance analysis of RC frames
title_full Progressive collapse resistance analysis of RC frames
title_fullStr Progressive collapse resistance analysis of RC frames
title_full_unstemmed Progressive collapse resistance analysis of RC frames
title_sort progressive collapse resistance analysis of rc frames
publishDate 2015
url http://hdl.handle.net/10356/64136
_version_ 1759855002566787072