A study on performance-based seismic design framework of port structures(3/4)

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Project title

Code/計畫編號

MOTC-IOT-102-H1DB006a

Translated Name/計畫中文名

港灣構造物耐震性能設計架構之研究(3/4)

Project Coordinator/計畫主持人

Cheng-Yu Ku

Funding Organization/主管機關

Institute of Transportation, MOTC

Department/Unit

National Taiwan Ocean University,NTOU

Website

https://www.grb.gov.tw/search/planDetail?id=2847295

Year

2013

Start date/計畫起

01-01-2013

Expected Completion/計畫迄

31-12-2013

Co-Investigator(s)

Jing-Jong Jang

Bugetid/研究經費

940千元

ResearchField/研究領域

土木水利工程

本研究為第三期研究計畫，主要是板樁式碼頭耐震性能設計案例研究並將依過去兩年期所得之研究成果，開始著手探討現行碼頭設計基準之研修，藉由第一期計畫所研究之成果，如港灣構造物耐震性能設計目標、耐震性能規定與耐震性能驗證方法等，建立板樁式碼頭之耐震性能設計程序，而後經由設計示範例規劃，訂定適當且具代表性的設計條件，以進行板樁碼頭的耐震性能設計案例實作，另外再針對前述各項研究結果來探討目前建議之性能設計法的適宜性，最後依過去兩年期所得之研究成果，開始著手探討現行碼頭設計基準之研修。本研究成果可以提昇國內產官學研界之相關設計與研究水準，以因應技術發展及國際化之需求。This study is the third phase of the research project, and it focuses on the performance-based seismic design case studies of sheet pile wharf structures. By means of the research results of the previous phases of the project, such as the performance objectives and corresponding acceptance criteria of damage parameters and analysis methods of wharf structures, the performance-based seismic design procedure for the sheet pile wharves can be established. Then, the appropriate and representative design conditions of wharf design cases can be conducted by the case planning, and the design case studies of the sheet pile wharves. Furthermore, the discussion of seismic force between suggested performance-based design and current design standard is addressed as well. Finally, according to aforementioned research results, the feasibility of applying performance-based design method on wharf structures can be discussed. It is expected that the research result can be used to improve domestic design and research standard to catch up with the international technology development accordingly.

Keyword(s)

板樁式碼頭
耐震性能設計
動力分析

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A study on performance-based seismic design framework of port structures(3/4)

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