跳到主要內容

臺灣博碩士論文加值系統

(18.97.14.86) 您好!臺灣時間:2025/02/07 20:05
字體大小: 字級放大   字級縮小   預設字形  
回查詢結果 :::

詳目顯示

我願授權國圖
: 
twitterline
研究生:施俊泰
研究生(外文):Jiunn-Tay Shih
論文名稱:建築結構地震易損性曲線之初步研究
論文名稱(外文):Preliminary Study of the Fragility Curve
指導教授:陳瑞華陳瑞華引用關係
指導教授(外文):Rwey-Hua Chen
學位類別:碩士
校院名稱:國立臺灣科技大學
系所名稱:營建工程系
學門:工程學門
學類:土木工程學類
論文種類:學術論文
論文出版年:1999
畢業學年度:87
語文別:中文
論文頁數:174
中文關鍵詞:易損性曲線建築物能耐曲線耐震需求頻譜損害
外文關鍵詞:fragility curvesbuilding capacity curvesdemand spectrumdamage
相關次數:
  • 被引用被引用:9
  • 點閱點閱:718
  • 評分評分:
  • 下載下載:0
  • 收藏至我的研究室書目清單書目收藏:0
美國及日本為了建立防災體系,積極從事地震災害的評估,希望能夠預估強烈地震來臨時,所造成之各類型損害,包括社會、經濟、生命財產以及公共設施等直接與間接的損失。其中建築結構之損壞是導致生命財產損失之重要因素,故對建築物之損害評估為相當重要之研究課題。建築物之易損性曲線(fragility curve),亦稱為破壞度曲線,是用以描述建築物遭受地震時之受災程度,並將建築物之損害狀態量化。目前國家地震中心由美國引進HAZUS97軟體,正著手依據台灣本土性資料建立HAZ-Taiwan,評估地震災害損失;而本土化之建築物易損性曲線,為評估建築物地震災害損失之基礎。本文探討易損性曲線之各種求取方法,包括HAZUS97所用之等值靜力分析、非線性動力分析與震災資料統計等方法。並以等值靜力分析方法,利用多段直線模擬新建台北市鋼構造建築物(韌性抗彎矩構架與偏心斜撐構架)之能耐曲線(capacity curve),並利用台北盆地之結構反應譜轉化為耐震需求頻譜,初步計算相應之易損性曲線。
Fragility curves can be used to describe the probabilities of slight, moderate, extensive and complete damages to building structures under seismic loads. This study reviews three different methods in deriving fragility curves, including empirical methods, nonlinear dynamic methods and nonlinear static methods.
Preliminary estimates of the fragility curves of steel special moment-resisting frame buildings and steel eccentrically brace frame buildings in Taipei area are presented in this study. The derivation is based on an equivalent-static method. This method adopts a piecewise linear function to simulate the building capacity curve, and transforms code-specified Taipei earthquake response spectrum into the demand spectrum. The intersection of the building capacity curve and the demand spectrum represents the maximum response of a building under seismic load. After considering the uncertainty in the building capacity curve and the demand spectrum, one can determine the probability that the maximum displacement will be greater than the spectral displacement corresponding to a given damage state. Fragility curves can then be constructed by considering different levels of seismic loads.
第一章 緒論1
1.1研究動機與目的1
1.2研究內容與範圍1
1.3本文章節架構3
第二章 震災資料統計分析方法5
2.1前言5
2.2地震損害資料之收集與分類5
2.3易損性曲線之求取6
第三章 等值靜力分析方法8
3.1前言8
3.2建築物能耐曲線之評估8
3.2.1 建築物能耐曲線之分類9
3.2.2 建築物建造年代對建築物能耐曲線之影響9
3.2.3 建築物能耐曲線之求取10
3.2.4 特殊用途建築物之能耐曲線評估12
3.3耐震需求頻譜之評估12
3.4損害狀態與最大位移反應之關係15
3.5易損性曲線之評估18
第四章 非線性動力分析方法20
4.1前言20
4.2結構分析模式之選擇21
4.2.1單自由度模式21
4.2.2剪力梁模式22
4.2.3混合模式22
4.2.4離散鉸模式23
4.3構件損害指標函數之決定24
4.3.1Park and Ang指標24
4.3.2McCabe-Hall指標26
4.3.3塑性疲乏指標28
4.3.4低迴圈數疲乏指標29
4.4隨機地表加速度歷時之求取34
4.5易損性曲線之求取流程35
4.6非線性動力分析方法所需收集之資料37
第五章 評估台北市鋼構造建築物易損性曲線40
5.1前言40
5.2以等值靜力分析方法建立台北鋼構建築物能耐曲線41
5.2.1 建築物能耐曲線控制點之求取41
5.2.2 建築物能耐曲線之建立44
5.2.2.1以三次曲線模擬45
5.2.2.2以二次曲線模擬46
5.2.2.3以多段直線模擬46
5.2.2.4以一直線模擬47
5.2.3 建築物能耐曲線之函數型式與不確定性47
5.3耐震需求頻譜之推求50
5.4易損性曲線之求取54
5.4.1 耐震需求頻譜之調整方法55
5.4.2 交點狀況及分佈之推求56
5.4.3 易損性曲線之求取60
5.5結果與討論62
第六章 結論與建議65
6.1結論65
6.2建議66
附錄134
參考文獻 165
(1)建築物耐震設計規範及解說,1997
(2)李前定,台北盆地動態參數之最佳化分析,碩士論文,國立台灣科技大學,台北,1994
(3)涂進德,高強度高厚度鋼梁柱接頭之耐震特性,碩士論文,國立台灣科技大學,台北,1998
(4)唐治平、林炳昌、王經緯,"樓房微動振測與強震資料系統識別比較研究",結構工程第十二菤第三期,民國八十六年
(5)陳生金,"地震下建築結構常見之破壞型態"由阪神震害探討台灣地區建築結構耐震設計,台北,1996
(6)陳生金、鄭蘩,"設計地震力之探討," 結構工程第十卷第四期,民國八十四年
(7)陳志佩,台北市地震危害度研究-大地工程資料庫之應用,碩士論文,國立台灣科技大學,台北,1997
(8)許茂雄、張文德,"鋼筋混凝土含牆構架之非線性動態分析-觸口斷層附近校舍耐震診斷",中國土木水利工程學刊,第六菤第一期,民國八十三年
(9)許茂雄、劉白梅、杜怡萱、張雲妃,"學校建築耐震補強參考案例", 中國土木水利工程學刊,第十菤第二期,民國八十七年
(10)許茂雄、劉玉文、周錫延,"醫院建築之非線性震譜診斷研究",結構工程第十二卷第二期,民國八十六年
(11)蔡志忠,含阻尼器之平面鋼架非線性隨機反應研究,碩士論文,國立台灣科技大學,台北,1996
(12)蔡益超,"台灣地區建築物耐震能力評估",結構工程第二卷第一期,民國七十六年
(13)蔡岳良,台北盆地地震反應譜分布研究, 碩士論文,國立台灣科技大學,台北,1998
(14)鄭國勝、宮志強、謝健男、翟風道,國內中北部都會區高層建築基本資料調查之研究, 中國工商專科學校建築工程科畢業專題研究報告,詹添全指導,1993
(15)羅俊雄、葉錦勳,"台灣震災評估及決策支援系統之研究",中國土木水利工程學會八十七年年會論文集
(16)羅俊雄、楊濱毓,"高樓建築物地震反應系統識別",結構工程第十二卷第四期,民國八十六年
(17)Anagnos T., Rojahn C., Kiremidjian A.S.,NCEER-ATC Joint Study on Fragility of Buildings, Technical Report NCEER-95-0003, National Center for Earthquake Engineering Researth,1995
(18)"Asian-Pacific Symposium on Structural Reliability and its Applications," Taipei, Taiwan, Republic of China February 1-3,1999
(19)Assessment of the State-of-the-Art Earthquake Loss Estimation Methodologies, NATIONAL INSTITUTE OF BUILDING SCIENCES, Washington, D. C., 1993
(20)Ballio, G., and Castiglioni, C. A., "An approach to the seismic design of steel structures based on cumulative damage criteria." Earthquake Engrg. and Struct. Dyn., 23, 969-986,1994
(21)Ballio, G., and Castiglioni, C. A., "A unified approach for the design of steel structures under low and/or high cycle fatigue." J. Constructional Steel Res., 34, 75-101,1995
(22)Bertero, V. , Anderson, J. and Krawinkler, H. , Performance of Steel Building Structures During the Northridge Earthquake, UCB/EERC94/9, 1994
(23)Chai Y.H. and Romstad, K.M.," Correlation between Strain-Based Low-Cycle Fatigue and Energy-Based linear Damage Models," Earthquake Spectra, Volume 13, No. 2, May 1997
(24)Cosenza, E. and Manfredi, G., and Ramasco, R. "The use of damage functionals in earthquake engineering:a comparison between different methods. " Earthquake Engrg. And Struct. Dyn.,22,855-868, 1993
(25)Czarnecki, Robert Martin, 1973. Earthquake Damage to Tall Buildings. Structures Pubilication No. 359, Dept. of Civil Engineering, M.I.T.
(26)Daali, M. L., and Korol, R. M., "Low-cycle fatigue damage assessment in steel beams." Struct. Engrg. and Mech., 3, 341-358,1995
(27)Eliopoulos, Dimitris F. and Wen, Y.K., Method of Seismic Reliability Evaluation for Moment Resisting Steel Frame, Civil Engineering Studies, Structural Research Series NO.562,Department of Civil Engineering University of Illinois at Urbana-Champaign, Urbana, Illinois,1991
(28)Ferritto, J.M. , An Economic Analysis of EarthquakeDesign Levels. Naval Civil Engineering Laboratory , TN No. N-1640. Port Hueneme,California. 1982
(29)Ferritto, J.M. , An Economic Analysis of EarthquakeDesign Levels for New Concrete Construction. Naval Civil Engineering Laboratory , TN No. N-1671. Port Hueneme , California. 1983
(30)Foutch D. A. , Yu C. -Y. and Wen Y. K. , " Reliability of steel frame building under seismic load ", Earthquake Engineering , Tenth World Conference, 1992
(31)Hasselman, T.K., Ronald T. Eguchi, and John H. Wiggins. 1980. Assessment of Damageability for Existing Buildings in a Natural Hazards Environment . Volume 1: Methodology. Redondo Beach , California.
(32)Hwang Hoard H.M. and Yeng Keong Low, Seismic Fragility Analysis of Plane Frame Structures, Technical Report NCEER-88-0028, National Center for Earthquake Engineering Researth,1988
(33)Hwang, H.H.M. and Huo, J-R. ,Generation of Hazard-Consistent Fragility Curves for Seismic Loss Estimation Studies, Technical Report NCEER-94-0015, National Center for Earthquake Engineering Researth,1994
(34)Huo J-R. and Hwang H.H.M. , Seismic Fragility Analysis of Equipment and Structures in a Memphis Electric Substation, Technical Report NCEER-95-0014, National Center for Earthquake Engineering Researth,1995
(35)Iemura, H. "Earthquake failure criteria of deteriorating hysteretic structures." Proc. 7th world conf. earthquake eng., Istanbul, 5,81-88,1980
(36)Jeong, G. D. and Iwan, W. D. "The effect of earthquake duration on the damage of structures." Earthquake eng. Struct. Dyn. 16,1201-1211,1988
(37)Jing-Wen Jaw and Howard H.M. Hwang, Seismic Fragility Analysis of Shear Wall Structures, Technical Report NCEER-88-0009, National Center for Earthquake Engineering Researth,1988
(38)Khalid M. Mosalam, Richard N. White and Peter Gergely, Computation Strategies for Frames with Infill Walls:Discrete and Smeared Crack Analyses and Seismic Fragility, Technical Report NCEER-97-0021, National Center for Earthquake Engineering Researth,1997
(39)Kicher Charles A., Nassar Aladdin A., Kustu Onder, Holmes William T.," Development of Building Damage Functions for Earthquake Loss Estimation," Earthquake Spectra, Volume 13, No. 4,November 1997
(40)Kircher Charles A., Reitherman Robert K., Whitman Robert V., Arnold Christopher," Estimation of Earthquake Losses to Buildings," Earthquake Spectra, Volume 13, No. 4, November 1997
(41)Krawinkler, H. and Zohrei, M. ,"Cumulative Damage in Steel Structures Subjected to Earthquake Ground motions," Computers & Structures , Vol. 16, NO.1-4,1983
(42)Krawinkler, H., Zoheri, M., Lashkari-Irvani Bahman, G. Cofie Nathaniel and Badidi-Tamjed Hassan, Recommendation for Experimental Studies on the Seismic Behavior of Steel Components and Meterials, The John A. Blume Earthquake Engineering Center Department of Civil Engineering, Stanford University, Stanford, California 94305, September 1983
(43)Kustu, O., D. D. Miller, and S. T. Brokken. 1982. Development of Damage Functions for High-Rise Building Components. Prepared by URS/John A. Blume & Associates for the U.S. Department of Energy. San Francisco, California
(44)Kuwamura Hitoshi, V. Galambos Theodore, Reliability Analysis of Steel Building Structures under Earthquakes, Department of Civil and Mineral Engineering Institute of Technology University of Minnesota, May 1986
(45)McCabe, S. L., and Hall, W. J.," Assessment of seismic structural damage." J. Struct. Engrg., ASCE, 115, 2166-2183, 1989
(46)McCormack Thomas C. and Rad Franz N.," An Earthquake Loss Estimation Methodology for Buildings Based on ATC-13 and ATC-21," Earthquake Spectra, Volume 13, No.4, November 1997
(47)Naoki Ogawa and Fumio Yamazaki," Image Interpretation of Building Damage Due to the 1995 Hyogoken-Nanbu Earthquake Using Aerial Photographs", Asian-Pacific Symposium on Structural Reliability and its Applications, Taipei, Taiwan, Republic of China, February 1-3,1999.
(48)OAK Engineering inc. (OAK),Development of Damage Functions for Buildings,1994
(49)Osamu Murao and Fumio Yamazaki," Development of Fragility Curves for Building Based on Damage Data Due to the Hyokoken-Nanbu Earthquake", Asian-Pacific Symposium on Structural Reliability and its Applications, Taipei, Taiwan, Republic of China, February 1-3,1999.
(50)Park , Y-J. , Ang, A. , and Wen, Y. K. ,"Seismic Damage Analysis of Reinforced Concrete Buildings," J. of Structural Eng. , ASCE, Vol.111, NO. 4, 1985
(51)Park, Y-J. and Ang, A. ,"Mechanistic Seismic Damage Model for Reinforced Concrete," J. of Structural Eng, ASCE, Vol.111, NO. 4, 1985
(52)Park, Y. J., Ang, A. H. -S., and Wen, Y. K., "Damage-limiting aseismic design of buildings." Earthquake Spectra,3 ,1-25,1987
(53)Powell, G. H., and Allahabadi, R., "Seismic damage prediction by deterministic methods:concept and procedures." Earthquake Energ . And Struct. Dyn. ,16 ,719-734,1988
(54)Risk Management Solutions, Inc., Earthquake Loss Estimation Method-Hazus97 Technical Manual, National Institute of Building Sciences, Washington, D.C.(1997).
(55)Solomon, H. D." Low cycle fatigue crack propagation in 1018 steel." J. Materials 7,299-306(1972)
(56)Sorace, Stefano ,"Seismic Damage Assessment of Steel Frame, "J. of Structural Eng, ASCE, Vol.124, NO. 5, 1998
(57)Uang Chia-Ming, Yu Qi-Song, Sadre Ali, Bonowitz David, Youssef Nabih, Vinkler Jacqueline," Seismic Response of an Instrumented 13-Story Steel Frame Building Damaged in the 1994 Northridge Earthquake," Earthquake Spectra, Volume 13, No. 1, February 1997
(58)Whitman, Robert V., Tarek S. Aziz and Earl H. Wong. 1977. Preliminary Correlations Between Earthquake Damage and Strong Ground Motion. Structures Publication No.564 , Dept. of Civil Engineering, M.I.T. Boston, Massachusetts.
(59)Wong, Earl Hom. 1975. Correlations Between Earthquake Damage and Strong Ground Motion. Dept. of Civil Enguineering, M.I.T. , Boston, Massachusetts.
QRCODE
 
 
 
 
 
                                                                                                                                                                                                                                                                                                                                                                                                               
第一頁 上一頁 下一頁 最後一頁 top