簡易檢索 / 詳目顯示
| 研究生： |
李京翰 Jing-han Lee |
|---|---|
| 論文名稱： |
非結構構件耐震設計準則之演進 Evolution of Seismic Design Guidelines for Non-structural Components |
| 指導教授： |
黃震興
Jenn-Shin Hwang |
| 口試委員: |
陳瑞華
Cherng, R.-H. 柴駿甫 Juin-Fu Chai |
| 學位類別： |
碩士 Master |
| 系所名稱： |
工程學院 - 營建工程系 Department of Civil and Construction Engineering |
| 論文出版年： | 2007 |
| 畢業學年度： | 95 |
| 語文別： | 中文 |
| 論文頁數： | 212 |
| 中文關鍵詞： | 非結構構件 、性能設計法 、機電設備 、管線系統 |
| 外文關鍵詞： | Non-structural, Performance Design, machine & electronic equipment, Piping system |
| 相關次數： | 點閱：180 下載：7 |
| 分享至: |
| 查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報 |
地震發生時，對於人民生命及財產構成很大威脅，隨著建築技術進步，結構耐震設計方法也不斷改善與提升，對於結構物本身抗震能力有很大的提升。但對於結構物內部屬於非結構部份，如重要機關內通訊設備、醫院內部醫療設備及維生管線、具精密儀器之電子廠房等等，卻未受到如結構體耐震般的重視。使得許多建築物經地震過後，許多建築物本身結構體並無受到嚴重損害，而內部設備、管線以及部份非結構構件卻受到嚴重之損傷，導致建築物於震後無法立即發揮其原有之設計機能。因此目前美、日及國內將現行耐震設計規範中引入性能設計法之概念，希望建築物之結構體及非結構構件，於震後均能繼續運作，以提高建築物整體耐震性能。
本研究先從非結構構件基本安裝方式及損壞情況加以介紹，再對於非結構構件設計公式之演變加以說明。最後針對近代我國規範、NEHRP及IBC非結構構件設計值加以比較，並介紹管線替代設計方法，及進行醫院建築物現場參訪，以瞭解現今我國於非結構構件施工之現況，提供設計者作為參考，並作為後續研究之依據。
Damages caused by earthquakes could be more substantial in nonstructural components than in the structures. For some cases, important nonstructural components not well designed may be damaged during moderate earthquakes. As a consequence, the functionality of the structures may be severely affected. Past research has emphasized more on the seismic resistance of the structures comparing with that of the nonstructures. This study is a pilot study to summarize the evolution of the seismic design guidelines of nonstructural components. In addition, the state-of-practice of the installation of the nonstructure components in Taiwan is reviewed. It is the aim of this study to induce further development or modification on the current seismic design guidelines for the nonstructures in Taiwan.
This research has first reviewed the damages of nonstructures during the past earthquakes in Taiwan. Then the development of the current design guidelines provided in the Taiwan seismic design code is presented. A comparison for the seismic design force for an example nonstructure using the design guidelines given by the Taiwan seismic design code, NEHRP/FEMA and UBC/IBC was made. Some installation details suggested by various specifications for nonstructural elements were also summarized. The details of installing nonstructural elements are summarized based on a field trip to a being constructed hospital building in Taiwan. From the trip, it is found that, in the current practice of Taiwan, the gravity load is the sole consideration for the nonstructural elements, the seismic load is however not substantially considered.
參考文獻
[1]Proceedings of ATC-29 Seminar and Workshop on Seismic Design and Performance of Equipment in Buildings and Industrial Structures, Irvine, California, October 3-5, 1990.
[2]Proceedings of Seminar on Seismic Design, Retrofit, and Performance of Nonstructural Components, San Francisco, California, January 22-23, 1998.
[3]Proceedings of Seminar on Seismic Design , Performance and Retrofit of Nonstructural Components in Critical Facilities, Newport Beach, California, October 23-24, 2003.
[4]Federal Emergency Management Agency, Reducing the Risks of Nonstructural Earthquake Damage, FEMA 74, September 1994.
[5]Federal Emergency Management Agency, Installing Seismic Restraints For Mechanical Equipment, FEMA 412, December 2002.
[6]Federal Emergency Management Agency, Installing Seismic Restraints For Electriacl Equipment, FEMA 413, January 2004.
[7]Federal Emergency Management Agency, Installing Seismic Restraints For Duct and Pipe, FEMA 414, January 2004.
[8]Federal Emergency Management Agency ,Seismic Considerations for Steel Storage Racks Located in Areas Accessible to The Public, FEMA460,September 2005.
[9]建築物耐震規範與解說，內政部，2006年1月。
[10]杉浦光義著,崔征國譯,”圖解建築工程系列-圖解建築施工”,詹氏書局,2000.
[11]http://www.va.gov/facmgt/standard/detail.asp
[12]莊佳璋、姚昭智、紀志賢、蔡明哲、郭耕杖、劉淑芬、許雅雯, ”台南地區急救責任醫院救護設備之防震措施評估” ,行政院衛生署九十年度科技研究發展計畫研究總報告書,2001
[13]Applied Technology Council, Tentative Provisions For Development of Seismic Regulations For Building, Report No.ATC3-06, Applied Technology Council, Associate With the Structural Engineers Association of California, 1978.
[14]NEHRP Recommended Previous for Seismic Regulation for New Buildings and Other Structures, Part 1：Previous (FEMA 222), Building Seismic Safety Council, National Institute of Building Sciences, Washington, D.C. 1992.
[15]NEHRP Recommended Previous for Seismic Regulation for New Buildings and Other Structures, Part 2：Commentary (FEMA 222), Building Seismic Safety Council, National Institute of Building Sciences, Washington, D.C. 1992.
[16]International Conference of Building Officials （ICBO）,1994,Uniform Building Code, Whittier, CA.
[17]State of California N.d.,” General Building Regulations.”, California Administrative Code , Title 24, Chapter 2 of Part 1.
[18]Timoshenko and Young,” Vibration Problem in Engineering 3rd Ed”, Princeton, New Jersey: D. van Nostrand Co, 1955.
[19]U.S. Department of Defense, Seismic Design for Buildings , Tri-Service Manual Washington, D.C.:U.S. Government Printing Office.
[20]International Conference of Building Officials （ICBO）,1994,Uniform Building Code, Whittier, CA.
[21]T.T. Soong, G. Chen, Z. Wu, R-H. Zhang and M. Grigoriu, ”Assessment of the 1991 NEHRP Provisions For Nonstructural Components and Recommended Revisions.”, Technical Report NCEER-93-0003.,New York, March 1, 1993.
[22]NEHRP Recommended Previous for Seismic Regulation for New Buildings and Other Structures, Part 1：Previous (FEMA 223A), Building Seismic Safety Council, National Institute of Building Sciences, Washington, D.C. 1995.
[23]NEHRP Recommended Previous for Seismic Regulation for New Buildings and Other Structures, Part 2：Commentary (FEMA 223A), Building Seismic Safety Council, National Institute of Building Sciences, Washington, D.C. 1995.
[24]ICBO, 1997 , Uniform Building Code, Whittier, CA.
[25]Richard M. Drake and Robert E. Bachman ,”NEHRP Provisions for 1994 Nonstructural Components”, ASCE, Journal of Architectural Engineering , March 1996.
[26]NEHRP Recommended Previous for Seismic Regulation for New Buildings and Other Structures, Part 1：Previous (FEMA302), Building Seismic Safety Council, National Institute of Building Sciences, Washington, D.C.1998.
[27]NEHRP Recommended Previous for Seismic Regulation for New Buildings and Other Structures, Part 2：Commentary (FEMA 302), Building Seismic Safety Council, National Institute of Building Sciences, Washington, D.C. 1998.
[28]International Code Council (ICC), 2000, International Building Code, Whittier, CA.
[29]American Society of Civil Engineers (ASCE), Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7 Including Supplement No. 1 and Errata, 2000
[30]NEHRP Recommended Previous for Seismic Regulation for New Buildings and Other Structures, Part 1：Previous (FEMA368), Building Seismic Safety Council, National Institute of Building Sciences, Washington, D.C. 2001.
[31]NEHRP Recommended Previous for Seismic Regulation for New Buildings and Other Structures, Part 2：Commentary (FEMA 368), Building Seismic Safety Council, National Institute of Building Sciences, Washington, D.C. 2001.
[32]International Code Council (ICC), 2000, International Building Code, Whittier, CA.
[33]American Society of Civil Engineers (ASCE), Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-02 Including Supplement No. 1 and Errata, 2003.
[34]NEHRP Recommended Previous for Seismic Regulation for New Buildings and Other Structures, Part 1：Previous (FEMA450), Building Seismic Safety Council, National Institute of Building Sciences, Washington, D.C. 2004.
[35]NEHRP Recommended Previous for Seismic Regulation for New Buildings and Other Structures, Part 2：Commentary (FEMA 450), Building Seismic Safety Council, National Institute of Building Sciences, Washington, D.C. 2004.
[36]International Code Council (ICC), 2006, International Building Code.
[37]American Society of Civil Engineers (ASCE), Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-05 Including Supplement No. 1 and Errata, 2006.
[38]American Society of Mechanical Engineers ,Non-Mandatory Appendix-Provisions for Seidmic Design of Pressure Piping,B31 Mechanical Design Technical Committee,ASME,1997.
[39]美國消防協會(National Fire Protection Association)(1999),Installation of Sprinkler System-NFPA13, NFPA,USA.
[40]姚昭智,賴榮平,林經堯,“建築物消防安全設備耐震規範研究”,內政部建築研究所研究計畫成果報告,2002.
[41]黃喬俊,“消防撒水系統耐震問題研究”, 國立成功大學建築研究所碩士論文,2003.
[42]邱瑜燕,”醫院維生設備之動力特性識別與抗震安全分析-以嘉南地區醫院為例”,國立成功大學建築研究所碩士論文,1994.
[43]Richard M. Drake, M.EERJ , and Leo J. Bragagnolo, M.EERJ, ” Model Code Design Force Provisions for Elements of Structures and Nonstructural Components”, Earthquake Spectra Volume 16, No. 1, PP115~125 ,February 2000.
[44]Farzad Naeim, Roy Lobo John A. Martin and Associates, Inc,” Performance of Nonstructural Components During the Janauary 17, 1994 Northeridge Earthquake-Case Studies of Six Instrumented Multistory Buildings- ”,1212 S, Flower Street ,Los Angeles, CA 90015.
[45]公共工程規範，行政院公共工程委員會，2000.
