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Volumn 41, Issue 11, 2012, Pages 1455-1475

Expected earthquake damage and repair costs in reinforced concrete frame buildings

Author keywords

Earthquake loss estimation; Performance based design; Reinforced concrete buildings; Repair costs; Seismic performance assessment

Indexed keywords

COSTS; EARTHQUAKES; LOSSES; OFFICE BUILDINGS; REINFORCED CONCRETE; REPAIR; SEISMIC DESIGN;

EID: 84865416442     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.2216     Document Type: Article
Times cited : (173)

References (40)
  • 1
    • 84865416918 scopus 로고    scopus 로고
    • ACI. Building Code Requirements for Structural Concrete (ACI 318), American Concrete Institute.
    • ACI. 2002. Building Code Requirements for Structural Concrete (ACI 318), American Concrete Institute.
    • (2002)
  • 3
    • 84865403590 scopus 로고    scopus 로고
    • ASCE. Minimum Design Loads for Buildings and Other Structures (ASCE 7-05). American Society of Civil Engineers.
    • ASCE. 2005. Minimum Design Loads for Buildings and Other Structures (ASCE 7-05). American Society of Civil Engineers.
    • (2005)
  • 4
    • 85009292586 scopus 로고    scopus 로고
    • th World Conference on Earthquake Engineering, Paper No. 1070, Vancouver, B.C., Canada.
    • th World Conference on Earthquake Engineering, Paper No. 1070, Vancouver, B.C., Canada.
    • (2004)
    • Aslani, H.1    Miranda, E.2
  • 5
    • 84865432574 scopus 로고    scopus 로고
    • Probabilistic Earthquake Loss Estimation and Loss Disaggregation in Building. Technical Report No. 157, John A. Blume Center Earthquake Engineering Center, Stanford, CA.
    • Aslani H, Miranda E. 2005. Probabilistic Earthquake Loss Estimation and Loss Disaggregation in Building. Technical Report No. 157, John A. Blume Center Earthquake Engineering Center, Stanford, CA.
    • (2005)
    • Aslani, H.1    Miranda, E.2
  • 6
    • 39449109321 scopus 로고    scopus 로고
    • Uncertainty Propagation in Probabilistic Seismic Loss Estimation
    • Baker JW, Cornell CA. Uncertainty Propagation in Probabilistic Seismic Loss Estimation, Structural Safety 2008; 30(3):236-252.
    • (2008) Structural Safety , vol.30 , Issue.3 , pp. 236-252
    • Baker, J.W.1    Cornell, C.A.2
  • 7
    • 84904760288 scopus 로고    scopus 로고
    • Balboni B (ed.). R.S. Means Co., Inc.: Kingston, MA
    • Balboni B (ed.). Means Square Foot Costs. R.S. Means Co., Inc.: Kingston, MA, 2007. 472.
    • (2007) Means Square Foot Costs , pp. 472
  • 9
    • 0034187999 scopus 로고    scopus 로고
    • Building Period Formulas for Estimating Seismic Displacements
    • Chopra AK, Goel RK. Building Period Formulas for Estimating Seismic Displacements. Earthquake Spectra 2000; 16(2):533-536.
    • (2000) Earthquake Spectra , vol.16 , Issue.2 , pp. 533-536
    • Chopra, A.K.1    Goel, R.K.2
  • 10
    • 33745592767 scopus 로고    scopus 로고
    • Estimating Downtime in Loss Modeling
    • Comerio MC. Estimating Downtime in Loss Modeling. Earthquake Spectra 2006; 22(2):349-365.
    • (2006) Earthquake Spectra , vol.22 , Issue.2 , pp. 349-365
    • Comerio, M.C.1
  • 11
    • 84865438117 scopus 로고    scopus 로고
    • Overview of a Framework Methodology for Earthquake Performance Assessment. Performance-Based Seismic Design: Concepts and Implementation, Bled, Slovenia, PEER 2004/05
    • Deierlein GG. 2004. Overview of a Framework Methodology for Earthquake Performance Assessment. Performance-Based Seismic Design: Concepts and Implementation, Bled, Slovenia, PEER 2004/05, 15-26.
    • (2004) , pp. 15-26
    • Deierlein, G.G.1
  • 12
    • 84865424829 scopus 로고    scopus 로고
    • Federal Emergency Management Agency (FEMA). FEMA P695: Recommended Methodology for Quantification of Building System Performance and Response Parameters, ATC-63. Prepared for FEMA, Prepared by the Applied Technology Council, Redwood City, CA.
    • Federal Emergency Management Agency (FEMA). 2009. FEMA P695: Recommended Methodology for Quantification of Building System Performance and Response Parameters, ATC-63. Prepared for FEMA, Prepared by the Applied Technology Council, Redwood City, CA.
    • (2009)
  • 13
    • 85009264352 scopus 로고    scopus 로고
    • Probabilistic seismic hazard analysis (PSHA): A primer.
    • Field EH. 2005. Probabilistic seismic hazard analysis (PSHA): A primer. http://www.relm.org/tutorial_materials/PSHA_Primer_v2.pdf.
    • (2005)
    • Field, E.H.1
  • 15
    • 84865431422 scopus 로고
    • Building-specific Earthquake Damage Estimation. Ph.D. Thesis, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA, 370.
    • Gunturi S. 1993. Building-specific Earthquake Damage Estimation. Ph.D. Thesis, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA, 370.
    • (1993)
    • Gunturi, S.1
  • 16
    • 84865407079 scopus 로고    scopus 로고
    • Assessing Seismic Collapse Safety of Modern Reinforced Concrete Frame Buildings. PEER Report 2007/08, Pacific Engineering Research Center, University of California, Berkeley, California.
    • Haselton CB, Deierlein GG. 2007. Assessing Seismic Collapse Safety of Modern Reinforced Concrete Frame Buildings. PEER Report 2007/08, Pacific Engineering Research Center, University of California, Berkeley, California.
    • (2007)
    • Haselton, C.B.1    Deierlein, G.G.2
  • 17
    • 84865432031 scopus 로고    scopus 로고
    • Beam-Column Element Model Calibrated for Predicting Flexural Response Leading to Global Collapse of RC Frame Buildings. Berkeley, Pacific Earthquake Engineering Research Center 2007/03, University of California.
    • Haselton CB, Liel AB, Lange ST, Deierlein GG. 2007. Beam-Column Element Model Calibrated for Predicting Flexural Response Leading to Global Collapse of RC Frame Buildings. Berkeley, Pacific Earthquake Engineering Research Center 2007/03, University of California.
    • (2007)
    • Haselton, C.B.1    Liel, A.B.2    Lange, S.T.3    Deierlein, G.G.4
  • 21
    • 84865434255 scopus 로고    scopus 로고
    • ICC. International Building Code. Falls Church, VA.
    • ICC. 2003. International Building Code. Falls Church, VA.
    • (2003)
  • 24
    • 56949099876 scopus 로고    scopus 로고
    • Incorporating Modeling Uncertainties in the Assessment of Seismic Collapse Risk of Buildings
    • Liel AB, Haselton CB, Deierlein GG, Baker JW. Incorporating Modeling Uncertainties in the Assessment of Seismic Collapse Risk of Buildings. Structural Safety 2009; 31:197-211.
    • (2009) Structural Safety , vol.31 , pp. 197-211
    • Liel, A.B.1    Haselton, C.B.2    Deierlein, G.G.3    Baker, J.W.4
  • 25
    • 84865414393 scopus 로고    scopus 로고
    • Assessment of seismic performance in terms of economic losses. Proceedings, International Workshop on Performance-Based Seismic Design: Concepts and Implementation, Bled, Slovenia
    • Miranda E, Aslani H, Taghavi S. Assessment of seismic performance in terms of economic losses. Proceedings, International Workshop on Performance-Based Seismic Design: Concepts and Implementation, Bled, Slovenia, 2004; 149-160.
    • (2004) , pp. 149-160
    • Miranda, E.1    Aslani, H.2    Taghavi, S.3
  • 26
    • 12744265218 scopus 로고    scopus 로고
    • Approximate Floor Acceleration Demands in Multistory Buildings I: Formulation
    • Miranda E, Taghavi S. Approximate Floor Acceleration Demands in Multistory Buildings I: Formulation. Journal of Structural Engineering 2005; 131(2):203-211.
    • (2005) Journal of Structural Engineering , vol.131 , Issue.2 , pp. 203-211
    • Miranda, E.1    Taghavi, S.2
  • 27
    • 84865407496 scopus 로고    scopus 로고
    • Incorporating Losses Due to Repair Costs, Downtime and Fatalities in Probabilistic-Based Earthquake Engineering. Proceedings, Computational Methods in Structural Dynamics and Earthquake Engineering, Crete, Greece. .
    • Mitrani-Reiser J, Beck JL. Incorporating Losses Due to Repair Costs, Downtime and Fatalities in Probabilistic-Based Earthquake Engineering. Proceedings, Computational Methods in Structural Dynamics and Earthquake Engineering, Crete, Greece. 2007.
    • (2007)
    • Mitrani-Reiser, J.1    Beck, J.L.2
  • 28
    • 84865430478 scopus 로고    scopus 로고
    • An Ounce of Prevention: Probabilistic Loss Estimation for Performance-based Earthquake Engineering. Department of Civil Engineering and Applied Mechanics, California Institute of Technology, Pasadena, CA. .
    • Mitrani-Reiser J. An Ounce of Prevention: Probabilistic Loss Estimation for Performance-based Earthquake Engineering. Department of Civil Engineering and Applied Mechanics, California Institute of Technology, Pasadena, CA. 2007.
    • (2007)
    • Mitrani-Reiser, J.1
  • 29
    • 84856698094 scopus 로고    scopus 로고
    • National Institute of Building Sciences. . Report prepared for the Federal Emergency Management Agency: Washington D.C.
    • National Institute of Building Sciences. 2003. Earthquake loss estimation methodology, HAZUS-MH MR3:Technical manual. Report prepared for the Federal Emergency Management Agency: Washington D.C.
    • (2003) Earthquake loss estimation methodology, HAZUS-MH MR3:Technical manual
  • 30
    • 84865410974 scopus 로고    scopus 로고
    • PEER. OpenSees. opensees.berkeley.edu.
    • PEER. OpenSees. 2006. .
    • (2006)
  • 31
    • 84865435160 scopus 로고    scopus 로고
    • Assembly-based vulnerability of buildings and its uses in seismic performance evaluation and risk management decision-making, Report No. 309, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA
    • Porter KA, Kiremidjian AS. Assembly-based vulnerability of buildings and its uses in seismic performance evaluation and risk management decision-making, Report No. 309, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA, 2001, 196.
    • (2001) , pp. 196
    • Porter, K.A.1    Kiremidjian, A.S.2
  • 32
    • 84865419926 scopus 로고    scopus 로고
    • An overview of PEER's performance-based earthquake engineering methodology. Proceedings, Ninth International Conference on Applications of Statistics and Probability in Civil Engineering, San Francisco, California. .
    • Porter KA. An overview of PEER's performance-based earthquake engineering methodology. Proceedings, Ninth International Conference on Applications of Statistics and Probability in Civil Engineering, San Francisco, California. 2003.
    • (2003)
    • Porter, K.A.1
  • 34
    • 84865425304 scopus 로고    scopus 로고
    • Building-Specific Loss Estimation Methods & Tools for Simplified Performance-Based Earthquake Engineering. Technical Report No. 156, John A. Blume Center Earthquake Engineering Center, Stanford, CA. .
    • Ramirez CM, Miranda E. Building-Specific Loss Estimation Methods & Tools for Simplified Performance-Based Earthquake Engineering. Technical Report No. 156, John A. Blume Center Earthquake Engineering Center, Stanford, CA. 2009.
    • (2009)
    • Ramirez, C.M.1    Miranda, E.2
  • 35
    • 84865434999 scopus 로고
    • Seismic Damage Assessment for High-rise Buildings: Annual Technical Report. URS / John A. Blume & Associates Inc., San Francisco, CA. ; .
    • Scholl RE. Seismic Damage Assessment for High-rise Buildings: Annual Technical Report. URS / John A. Blume & Associates Inc., San Francisco, CA. 1979; 131.
    • (1979) , pp. 131
    • Scholl, R.E.1
  • 36
    • 84865413012 scopus 로고    scopus 로고
    • A Method for Earthquake Motion-damage Relationships with Application to Reinforced Concrete Frames. Technical Report No. 119, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA. .
    • Singhal A, Kiremidjian AS. A Method for Earthquake Motion-damage Relationships with Application to Reinforced Concrete Frames. Technical Report No. 119, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA. 1996.
    • (1996)
    • Singhal, A.1    Kiremidjian, A.S.2
  • 37
    • 84865433398 scopus 로고    scopus 로고
    • Response of Nonstructural Building Elements. PEER 2003/05. Berkeley, CA: Pacific Earthquake Engineering Research Center. .
    • Taghavi S, Miranda E. Response of Nonstructural Building Elements. PEER 2003/05. Berkeley, CA: Pacific Earthquake Engineering Research Center. 2003.
    • (2003)
    • Taghavi, S.1    Miranda, E.2


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