教師資料查詢 | 類別: 會議論文 | 教師: 張德文 CHANG DER-WEN (瀏覽個人網頁)

標題:Pile Design Practice and Seismic Performance Concerns in Taiwan
學年97
學期2
發表日期2009/06/02
作品名稱Pile Design Practice and Seismic Performance Concerns in Taiwan
作品名稱(其他語言)
著者Chang, D.W.; Yang, T.Y.; Cheng, S.H.; Chin, C.T.; Su, T.C.; Huang, F.K.
作品所屬單位淡江大學土木工程學系
出版者Technical Committee 4 of ISSMGE Japanese Geotechnical Society
會議名稱Performance-Based Design in Earthquake Geotechnical Engineering
會議地點Tokyo, Japan
摘要This paper introduces the current pile design practice in Taiwan with seismic performance concerns in demand. The current geotechnical code was published in 2001 based on traditional design methods. It has been found insufficient to satisfy the modern seismic concerns developed in recent years. As the performance-based design of geotechnical structures has been received local attentions since 2006, a number of works on PBD have been done and made great impacts to society. Chen et al. (2006) suggested that the performances of pile foundation could be categorized into three levels. Nonlinear static and dynamic analyses can be applied according to the complexity of problem. Using the procedure of EQWEAP for single piles, the authors have conducted the PBEE analysis for single piles located in Taipei. Simplified procedures were used following the suggestions of Kramer (2008). The hazard curves on PGAs proposed by Cheng (2002) were adopted. The maximum pile displacement recorded at the pile head was chosen to be the engineering demand parameter in the analysis. For modern design with return periods of 30, 475 and 2500 years, the corresponding EDPs of the structure are reported. It is hoped that this paper can provide useful information for local engineers to fulfill the PBD on piles.
關鍵字
語言英文
收錄於
會議性質國際
校內研討會地點
研討會時間20090602~20090602
通訊作者
國別日本
公開徵稿
出版型式
出處Performance-Based Design in Earthquake Geotechnical Engineering, pp.1559-1566
相關連結
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