메뉴 건너뛰기




Volumn 27, Issue 8, 2005, Pages 1151-1163

Probability-based seismic response analysis

Author keywords

Drift demands; Floor acceleration demands; Performance based design; Probabilistic analysis; Seismic analysis

Indexed keywords

DYNAMIC RESPONSE; ERROR ANALYSIS; MATHEMATICAL MODELS; PARAMETER ESTIMATION; PROBABILITY DISTRIBUTIONS; REGRESSION ANALYSIS; REINFORCED CONCRETE;

EID: 19044382381     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.02.015     Document Type: Article
Times cited : (175)

References (52)
  • 1
    • 2042483639 scopus 로고
    • Strength and deformation capacities of buildings under extreme environments
    • K.S. Pister, editor. Prentice Hall New Jersey
    • V.V. Bertero Strength and deformation capacities of buildings under extreme environments In: K.S. Pister, editor. Structural engineering and structural mechanics 1977 Prentice Hall New Jersey 211-215
    • (1977) Structural Engineering and Structural Mechanics , pp. 211-215
    • Bertero, V.V.1
  • 3
    • 0028669728 scopus 로고
    • Seismic hazard analysis for non-linear structures. I: Methodology
    • P. Bazzuro C.A. Cornell Seismic hazard analysis for non-linear structures. I: Methodology ASCE Journal of Structural Engineering 120 11 1994 3320-3344
    • (1994) ASCE Journal of Structural Engineering , vol.120 , Issue.11 , pp. 3320-3344
    • Bazzuro, P.1    Cornell, C.A.2
  • 4
    • 0028669732 scopus 로고
    • Seismic hazard analysis for non-linear structures. II: Applications
    • P. Bazzuro C.A. Cornell Seismic hazard analysis for non-linear structures. II: Applications ASCE Journal of Structural Engineering 120 11 1994 3345-3365
    • (1994) ASCE Journal of Structural Engineering , vol.120 , Issue.11 , pp. 3345-3365
    • Bazzuro, P.1    Cornell, C.A.2
  • 5
    • 0028518458 scopus 로고
    • Probability-based codified design for earthquakes
    • B.R. Ellingwood Probability-based codified design for earthquakes Engineering Structures 16 7 1994 498-506
    • (1994) Engineering Structures , vol.16 , Issue.7 , pp. 498-506
    • Ellingwood, B.R.1
  • 6
    • 0038940425 scopus 로고    scopus 로고
    • Strength reduction factors in performance-based design
    • UCB/EERC-97/05. Berkeley (CA): Earthquake Engineering Research Center, University of California
    • Miranda E Strength reduction factors in performance-based design. In: The EERC - CUREE Symposium in honor of Vitelmo V. Bertero. UCB/EERC-97/ 05. Berkeley (CA): Earthquake Engineering Research Center, University of California; 1997. p. 125-32
    • (1997) The EERC - CUREE Symposium in Honor of Vitelmo V. Bertero , pp. 125-132
    • Miranda, E.1
  • 8
    • 0001299234 scopus 로고
    • Building reliability and code calibration
    • Y.K. Wen Building reliability and code calibration Earthquake Spectra 11 2 1995 269-296
    • (1995) Earthquake Spectra , vol.11 , Issue.2 , pp. 269-296
    • Wen, Y.K.1
  • 9
    • 0031104983 scopus 로고    scopus 로고
    • Method of reliability-based seismic deign. I: Equivalent nonlinear systems
    • S.W. Han Y.K. Wen Method of reliability-based seismic deign. I: Equivalent nonlinear systems ASCE Journal of Structural Engineering 123 3 1997 256-263
    • (1997) ASCE Journal of Structural Engineering , vol.123 , Issue.3 , pp. 256-263
    • Han, S.W.1    Wen, Y.K.2
  • 10
    • 0033703921 scopus 로고    scopus 로고
    • Effects of connection fractures on SMRF seismic drift demands
    • N. Luco C.A. Cornell Effects of connection fractures on SMRF seismic drift demands ASCE Journal of Structural Engineering 126 1 2000 127-136
    • (2000) ASCE Journal of Structural Engineering , vol.126 , Issue.1 , pp. 127-136
    • Luco, N.1    Cornell, C.A.2
  • 11
    • 0002784641 scopus 로고    scopus 로고
    • Effects of random connection fractures on demands and reliability for a 3-story pre-Northridge SMRF structure
    • Earthquake Engineering Research Inst. Oakland (CA)
    • N. Luco C.A. Cornell Effects of random connection fractures on demands and reliability for a 3-story pre-Northridge SMRF structure In: Proceedings of the 6th U.S. national conference on earthquake engineering 1998 Earthquake Engineering Research Inst. Oakland (CA) 12
    • (1998) Proceedings of the 6th U.S. National Conference on Earthquake Engineering , pp. 12
    • Luco, N.1    Cornell, C.A.2
  • 13
    • 0009063882 scopus 로고
    • Basis for seismic provisions of DOE-STD-1020
    • Report UCRL-CR-111478, S/C - B235302, Brookhaven Natl. Lab. BNL-52418. Livermore (CA): Lawrence Livermore National Lab
    • Kennedy RC, Short SA Basis for seismic provisions of DOE-STD-1020. Report UCRL-CR-111478, S/C - B235302, Brookhaven Natl. Lab. BNL-52418. Livermore (CA): Lawrence Livermore National Lab.; 1994
    • (1994)
    • Kennedy, R.C.1    Short, S.A.2
  • 14
    • 0012604477 scopus 로고    scopus 로고
    • Reliability-based earthquake-resistant design - The future
    • Pergamon, Elsevier Science Ltd. Oxford, England [Disc 4, paper no. 2166]
    • C.A. Cornell Reliability-based earthquake-resistant design - the future In: Proceedings of the 11th world conference on earthquake engineering 1996 Pergamon, Elsevier Science Ltd. Oxford, England [Disc 4, paper no. 2166]
    • (1996) Proceedings of the 11th World Conference on Earthquake Engineering
    • Cornell, C.A.1
  • 15
    • 0038940421 scopus 로고
    • Damage effectiveness of earthquake ground motion: Characterizations based on the performance of structures and equipment
    • Stanford: Stanford University
    • R.T. Sewell Damage effectiveness of earthquake ground motion: Characterizations based on the performance of structures and equipment 1989 Stanford University Stanford p. 619
    • (1989) , pp. 619
    • Sewell, R.T.1
  • 16
    • 0027789961 scopus 로고
    • Site-dependent strength reduction factors
    • E. Miranda Site-dependent strength reduction factors ASCE Journal of Structural Engineering 119 12 1993 3503-3519
    • (1993) ASCE Journal of Structural Engineering , vol.119 , Issue.12 , pp. 3503-3519
    • Miranda, E.1
  • 17
    • 0003808591 scopus 로고
    • Seismic evaluation and upgrading of existing buildings
    • Ph.D. thesis. Univ. of California at Berkeley
    • Miranda E Seismic evaluation and upgrading of existing buildings. Ph.D. thesis. Univ. of California at Berkeley; 1991. p. 482
    • (1991) , pp. 482
    • Miranda, E.1
  • 18
    • 0034298759 scopus 로고    scopus 로고
    • Inelastic displacement ratios for structures on firm sites
    • E. Miranda Inelastic displacement ratios for structures on firm sites ASCE Journal of Structural Engineering 126 10 2000 1150-1159
    • (2000) ASCE Journal of Structural Engineering , vol.126 , Issue.10 , pp. 1150-1159
    • Miranda, E.1
  • 20
    • 19044399271 scopus 로고
    • Design: General
    • E. Rosenblueth, editor. Pentech Press Ltd. Plymouth (Great Britain)
    • L. Esteva Design: General In: E. Rosenblueth, editor. Design of earthquake resistant structures 1980 Pentech Press Ltd. Plymouth (Great Britain) 54-99
    • (1980) Design of Earthquake Resistant Structures , pp. 54-99
    • Esteva, L.1
  • 21
    • 0003936224 scopus 로고    scopus 로고
    • Probabilistic seismic demand analysis of nonlinear structures
    • Report RMS-35, Reliability of Marine Structures Program. Stanford: Stanford University
    • Shome N, Cornell CA Probabilistic seismic demand analysis of nonlinear structures. Report RMS-35, Reliability of Marine Structures Program. Stanford: Stanford University; 1999. p. 320
    • (1999) , pp. 320
    • Shome, N.1    Cornell, C.A.2
  • 23
    • 0033114968 scopus 로고    scopus 로고
    • Seismic reliability of special moment steel frames with welded connections
    • J. Song B.R. Ellingwood Seismic reliability of special moment steel frames with welded connections ASCE Journal of Structural Engineering 125 4 1999 357-371
    • (1999) ASCE Journal of Structural Engineering , vol.125 , Issue.4 , pp. 357-371
    • Song, J.1    Ellingwood, B.R.2
  • 25
  • 26
    • 19044371508 scopus 로고    scopus 로고
    • Building-specific loss estimation methodology
    • Report PEER 2003-03. Berkeley (CA): Pacific Earthquake Engineering Research Center, University of California at Berkeley
    • Miranda E, Aslani H Building-specific loss estimation methodology. Report PEER 2003-03. Berkeley (CA): Pacific Earthquake Engineering Research Center, University of California at Berkeley; 2003. p. 50
    • (2003) , pp. 50
    • Miranda, E.1    Aslani, H.2
  • 30
    • 84946031884 scopus 로고
    • Procedures for detecting outlying observations in samples
    • F.E. Grubbs Procedures for detecting outlying observations in samples Technometrics 11 1 1969 1-21
    • (1969) Technometrics , vol.11 , Issue.1 , pp. 1-21
    • Grubbs, F.E.1
  • 31
    • 19044377261 scopus 로고
    • U.S. Department of Commerce. San Fernando, California, Earthquake of February 9, 1971; Holiday Inn (29). Washington (DC): John A. Blume & Associates
    • U.S. Department of Commerce. San Fernando, California, Earthquake of February 9, 1971; Holiday Inn (29). Washington (DC): John A. Blume & Associates; 1973
    • (1973)
  • 32
    • 0032057921 scopus 로고    scopus 로고
    • Nonlinear analyses of an instrumental structure damaged in the 1994 Northridge earthquake
    • Y.R. Li J.O. Jirsa Nonlinear analyses of an instrumental structure damaged in the 1994 Northridge earthquake Earthquake Spectra 14 2 1998 265-283
    • (1998) Earthquake Spectra , vol.14 , Issue.2 , pp. 265-283
    • Li, Y.R.1    Jirsa, J.O.2
  • 33
    • 0030244132 scopus 로고    scopus 로고
    • Analysis of the Northridge earthquake response of a damaged non-ductile concrete frame building
    • M.S. Islam Analysis of the Northridge earthquake response of a damaged non-ductile concrete frame building The Structural Design of Tall Buildings 5 3 1996 151-182
    • (1996) The Structural Design of Tall Buildings , vol.5 , Issue.3 , pp. 151-182
    • Islam, M.S.1
  • 35
    • 0003834791 scopus 로고    scopus 로고
    • Building code requirements for structural concrete and commentary
    • ACI Committee 318 Farmington Hills (MI): American Concrete Institute
    • ACI Committee 318 Building code requirements for structural concrete and commentary 2002 American Concrete Institute Farmington Hills (MI) p. 443
    • (2002) , pp. 443
  • 36
    • 0019896945 scopus 로고
    • Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates
    • B.D. Scott R. Park M.J.N. Priestley Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates Journal of the American Concrete Institute 79 1 1982 13-27
    • (1982) Journal of the American Concrete Institute , vol.79 , Issue.1 , pp. 13-27
    • Scott, B.D.1    Park, R.2    Priestley, M.J.N.3
  • 37
    • 0012617459 scopus 로고
    • An experimental study of flat-plate structures under vertical and lateral loads
    • UCB/EERC-93/03 Berkeley (CA): Earthquake Engineering Research Center, University of California
    • S.J. Hwang J.P. Moehle An experimental study of flat-plate structures under vertical and lateral loads. UCB/EERC-93/03 1993 Earthquake Engineering Research Center, University of California Berkeley (CA) p. 278
    • (1993) , pp. 278
    • Hwang, S.J.1    Moehle, J.P.2
  • 38
    • 19044362054 scopus 로고    scopus 로고
    • Probabilistic estimation of building response for performance-based engineering
    • Proceedings of 4th US-Japan workshop on performance based earthquake engineering of RC structures
    • Miranda E, Aslani H Probabilistic estimation of building response for performance-based engineering. In: Proceedings of 4th US-Japan workshop on performance based earthquake engineering of RC structures. 2001
    • (2001)
    • Miranda, E.1    Aslani, H.2
  • 40
    • 13944269113 scopus 로고
    • Effect of steel strength and reinforcement ratio on the mode of failure and strain energy capacity of reinforced concrete beams
    • ACI committee 439
    • ACI committee 439 Effect of steel strength and reinforcement ratio on the mode of failure and strain energy capacity of reinforced concrete beams Journal of the American Concrete Institute 1969 165-173
    • (1969) Journal of the American Concrete Institute , pp. 165-173
  • 41
    • 2142802792 scopus 로고
    • Statistical study of the mechanical properties of reinforcing bars
    • Building Research Note No. 85. Ottawa (Canada): Division of building research, National Research Council
    • Allen DE Statistical study of the mechanical properties of reinforcing bars. Building Research Note No. 85. Ottawa (Canada): Division of building research, National Research Council; 1972
    • (1972)
    • Allen, D.E.1
  • 42
    • 84925413570 scopus 로고
    • Prediction of creep, shrinkage and temperature effects in concrete structures
    • ACI committee 209 ACI Publication SP-76 American Concrete Institute Detroit
    • ACI committee 209 Prediction of creep, shrinkage and temperature effects in concrete structures In: Designing for creep and shrinkage in concrete structures, ACI Publication SP-76 1982 American Concrete Institute Detroit 193-300
    • (1982) Designing for Creep and Shrinkage in Concrete Structures , pp. 193-300
  • 43
    • 84930128159 scopus 로고
    • Time-dependent concrete properties related to design - Strength and elastic properties, creep and shrinkage
    • ACI Publication SP-27-13 American Concrete Institute Detroit
    • D.E. Branson M.L. Christiason Time-dependent concrete properties related to design - strength and elastic properties, creep and shrinkage In: Symposium on creep, shrinkage and temperature effects, ACI Publication SP-27-13 1971 American Concrete Institute Detroit 257-277
    • (1971) Symposium on Creep, Shrinkage and Temperature Effects , pp. 257-277
    • Branson, D.E.1    Christiason, M.L.2
  • 46
    • 0030105297 scopus 로고    scopus 로고
    • Statistical analysis of the compressive strength of concrete in structures
    • F.M. Bartlett J.G. MacGregor Statistical analysis of the compressive strength of concrete in structures ACI Materials Journal 93 2 1996 158-168
    • (1996) ACI Materials Journal , vol.93 , Issue.2 , pp. 158-168
    • Bartlett, F.M.1    MacGregor, J.G.2
  • 47
    • 0033102958 scopus 로고    scopus 로고
    • Variation of in-place concrete strength in structures
    • F.M. Bartlett J.G. MacGregor Variation of in-place concrete strength in structures ACI Materials Journal 96 2 1999 261-270
    • (1999) ACI Materials Journal , vol.96 , Issue.2 , pp. 261-270
    • Bartlett, F.M.1    MacGregor, J.G.2
  • 48
    • 0003749428 scopus 로고    scopus 로고
    • NEHRP guidelines for the seismic rehabilitation of buildings
    • Building Seismic Safety Council (BSSC). Washington (DC): FEMA 273, Federal Emergency Management Agency
    • Building Seismic Safety Council (BSSC). NEHRP guidelines for the seismic rehabilitation of buildings. Washington (DC): FEMA 273, Federal Emergency Management Agency; 1997
    • (1997)
  • 50
    • 19044384518 scopus 로고    scopus 로고
    • Conveying seismic hazard information to engineers
    • Sixth international conference on seismic zonation: managing earthquake risk in the 21st century Earthquake Engineering Research Inst. Oakland (CA)
    • A.D. Frankel E.V. Leyendecker S.C. Harmsen Conveying seismic hazard information to engineers Sixth international conference on seismic zonation: Managing earthquake risk in the 21st century 2000 Earthquake Engineering Research Inst. Oakland (CA)
    • (2000)
    • Frankel, A.D.1    Leyendecker, E.V.2    Harmsen, S.C.3
  • 51
    • 31544459043 scopus 로고    scopus 로고
    • Seismic hazard curves and uniform hazard response spectra for the United States
    • version 3.01. United States Geological Survey, Denver, CO; March
    • Frankel AD, Leyendecker EV Seismic hazard curves and uniform hazard response spectra for the United States. version 3.01. United States Geological Survey, Denver, CO; March 2001
    • (2001)
    • Frankel, A.D.1    Leyendecker, E.V.2
  • 52
    • 0003845913 scopus 로고
    • Probability, statistics, and decision for civil Engineers
    • New York: McGraw-Hill
    • J. Benjamin C.A. Cornell Probability, statistics, and decision for civil Engineers 1970 McGraw-Hill New York
    • (1970)
    • Benjamin, J.1    Cornell, C.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.