Lim, Dou Xuan (2018) Behaviour of cable-stayed bridge with cable losses. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.
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29.Behaviour of cable-stayed bridge with cable losses.pdf - Accepted Version Download (2MB) | Preview |
Abstract
Progressive collapse have always been a serious threat to cable-stayed bridge, and has historically caused vast demolition of man-made structure and loss of lives. It is a kind of structural failure, which caused by breakdown of a particular structural part and the incapability of the structural system to cope with the disruption of force. A chain reaction will be generated, causing the destruction of the whole bridge structure. In this research, the structural performance of a cable-stayed bridge under cable failure has been studied.This research demonstrate the modelling and analysis of the simplified and modified Penang Second Bridge using SAP2000. This work study the performance of cable-stayed bridge with and without loaded of the static vehicle. This work was also examine the structural response of the cable-stayed bridge to the loss of cables. The progressive collapse analysis has done by removing the cables and checking their effect on the cable axial force.
| Item Type: | Undergraduates Project Papers |
|---|---|
| Additional Information: | Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2018, SV: DR. NOR ASHIKIN BINTI MUHAMAD KHAIRUSSALEH, NO. CD: 11869 |
| Uncontrolled Keywords: | Cable-stayed bridge; Progressive collapse |
| Subjects: | T Technology > TG Bridge engineering |
| Faculty/Division: | Faculty of Civil Engineering & Earth Resources |
| Depositing User: | Mrs. Sufarini Mohd Sudin |
| Date Deposited: | 16 Oct 2019 03:58 |
| Last Modified: | 18 May 2023 04:46 |
| URI: | http://umpir.ump.edu.my/id/eprint/26129 |
| Download Statistic: | View Download Statistics |
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