| DC 欄位 |
值 |
語言 |
| DC.contributor | 土木工程學系 | zh_TW |
| DC.creator | 江英群 | zh_TW |
| DC.creator | Ying-Chun Chiang | en_US |
| dc.date.accessioned | 2000-7-13T07:39:07Z | |
| dc.date.available | 2000-7-13T07:39:07Z | |
| dc.date.issued | 2000 | |
| dc.identifier.uri | http://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN=87322035 | |
| dc.contributor.department | 土木工程學系 | zh_TW |
| DC.description | 國立中央大學 | zh_TW |
| DC.description | National Central University | en_US |
| dc.description.abstract | 首先，本文以ETABS程式進行結構動力分析，並配合CONKER程式進行結構韌性設計，檢核原結構在斷面與配筋上是否符合現行耐震設計規範之標準。接著，為探討建築物進入降伏後之非線性行為，本文以SAP2000電腦輔助程式建構其模型，並利用ATC-40所提供的推倒方法，來進行結構之非線性分析。藉由結構之破壞機制及所能承受之最大基底剪力與最大位移來評估此建築物之耐震能力。 | zh_TW |
| dc.description.abstract | First, the study progress structural dynamic analysis by ETABS program and progress structural design by CONKER program. The purpose is to check whether the cross section conform to the request of design code. Second, For discussing the building’s nonlinear behavior after yielding, the study builds the module by SAP2000 program and uses the Pushover method which is provided by ATC-40 to progress the nonlinear analysis. By structural failure mechanism and the structural utmost base shear and displacement, we can evaluate the building’s capacity of resistant earthquake. | en_US |
| DC.subject | 推倒 | zh_TW |
| DC.subject | 磚牆 | zh_TW |
| DC.subject | 基底剪力 | zh_TW |
| DC.subject | 降伏 | zh_TW |
| DC.subject | pushover | en_US |
| DC.subject | brick wall | en_US |
| DC.subject | base shear | en_US |
| DC.subject | yielding | en_US |
| DC.title | 九二一地震大里奇蹟社區倒塌原因之探討 | zh_TW |
| dc.language.iso | zh-TW | zh-TW |
| DC.type | 博碩士論文 | zh_TW |
| DC.type | thesis | en_US |
| DC.publisher | National Central University | en_US |