Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Multi-disciplinary Studies | en_US |
| dc.contributor | Department of Civil and Structural Engineering | en_US |
| dc.creator | Tsang, Wai-man | - |
| dc.identifier.uri | https://theses.lib.polyu.edu.hk/handle/200/1571 | - |
| dc.language | English | en_US |
| dc.publisher | Hong Kong Polytechnic University | - |
| dc.rights | All rights reserved | en_US |
| dc.title | Comparison on the elastic and inelastic responses of simple structural system under seismic effect | en_US |
| dcterms.abstract | The aim of the project is to compare the difference in structural behaviour of simple framed structures using elastic and inelastic analysis under seismic action. In the presence, many design in structures is performed by using elastic analysis approach and followed by using ultimate limited state design of the structural members. For the recent decades, many technical papers in the captioned subject have pointed out that structures under seismic action will undergo plastic deformation. The ductility demand of the structures, which can not be found in elastic design approach, become an important parameter in the design of the structures. For significant seismic action, inelastic analysis approach should be carried out to the structural design. It is uneconomic to design an elastic structure to sustain large seismic action without considering the plastic deformation of the structures. Three cases study will be performed in the following text. Firstly, a four storey framed structure is used to illustrate the inadequacy consideration of deformation resulted from elastic analysis. The deformation beyond calculated by inelastic analysis approach is absorbed by the ductility behaviour of the structures. Secondly, a framed structure with three different height which are four storey, ten storey and twenty storey high respectively, are taken to investigate the elastic and inelastic response of the framed structure under seismic action. Finally, a framed structure with 2 bays, 4 bays and 6 bays will be examined separately to study the influence of the horizontal dimension of structure onto its response under seismic action. | en_US |
| dcterms.extent | [7], 128, [46] leaves : ill. (some col.) ; 30 cm | en_US |
| dcterms.isPartOf | PolyU Electronic Theses | en_US |
| dcterms.issued | 1998 | en_US |
| dcterms.educationalLevel | All Master | en_US |
| dcterms.educationalLevel | M.Sc. | en_US |
| dcterms.LCSH | Buildings -- Earthquake effects | en_US |
| dcterms.LCSH | Earthquake engineering | en_US |
| dcterms.LCSH | Structural analysis (Engineering) | en_US |
| dcterms.LCSH | Earthquake resistant design | en_US |
| dcterms.LCSH | Structural design | en_US |
| dcterms.LCSH | Hong Kong Polytechnic University -- Dissertations | en_US |
| dcterms.accessRights | restricted access | en_US |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| b14465292.pdf | For All Users (off-campus access for PolyU Staff & Students only) | 8.86 MB | Adobe PDF | View/Open |
Copyright Undertaking
As a bona fide Library user, I declare that:
- I will abide by the rules and legal ordinances governing copyright regarding the use of the Database.
- I will use the Database for the purpose of my research or private study only and not for circulation or further reproduction or any other purpose.
- I agree to indemnify and hold the University harmless from and against any loss, damage, cost, liability or expenses arising from copyright infringement or unauthorized usage.
By downloading any item(s) listed above, you acknowledge that you have read and understood the copyright undertaking as stated above, and agree to be bound by all of its terms.
Please use this identifier to cite or link to this item:
https://theses.lib.polyu.edu.hk/handle/200/1571