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Volumn , Issue , 2013, Pages 257-271

Influence of structural and fragility modelling decisions in the loss assessment of RC frame buildings

Author keywords

Building specific assessment; Expected annual loss; RC frames

Indexed keywords

CIVIL ENGINEERING; COMPUTATIONAL METHODS; ENGINEERING GEOLOGY; HIGHWAY BRIDGES; SEISMOLOGY; STIFFNESS; STRUCTURAL DYNAMICS;

EID: 84899002728     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (3)

References (14)
  • 5
    • 79955572811 scopus 로고    scopus 로고
    • Building specific loss estimation methods & tools for simplified performance-based earthquake engineering
    • Stanford University
    • C. M. Ramirez, E. Miranda, Building specific loss estimation methods & tools for simplified performance-based earthquake engineering. John A. Blume Earthquake Engineering Center, Technical Report No. 171, Stanford University, 2009.
    • (2009) John A. Blume Earthquake Engineering Center, Technical Report No. 171
    • Ramirez, C.M.1    Miranda, E.2
  • 6
    • 84907363036 scopus 로고    scopus 로고
    • Developing direct displacement-based design and assessment procedures for performance-based earthquake engineering
    • IUSS Press, Pavia, Italy
    • D. P. Welch, T. J. Sullivan, G. M. Calvi, Developing Direct Displacement-Based Design and Assessment Procedures for Performance-Based Earthquake Engineering. ROSE Report 2012/03, IUSS Press, Pavia, Italy, 2012.
    • (2012) ROSE Report 2012/03
    • Welch, D.P.1    Sullivan, T.J.2    Calvi, G.M.3
  • 7
    • 84898942025 scopus 로고    scopus 로고
    • Applied technology council, guidelines for seismic performance assessment of buildings
    • Redwood City, California
    • Applied Technology Council, Guidelines for Seismic Performance Assessment of Buildings. ATC-58:75% Complete Draft, Redwood City, California, 2011.
    • (2011) ATC-58:75% Complete Draft
  • 8
    • 70349487769 scopus 로고    scopus 로고
    • Assessing the collapse risk of California's existing reinforced concrete frame structures: Metrics for seismic safety decisions
    • Stanford University
    • A. B. Liel, G. G. Deierlein, Assessing the Collapse Risk of California's Existing Reinforced Concrete Frame Structures: Metrics for Seismic Safety Decisions. John A. Blume Earthquake Engineering Center, Technical Report No. 166, Stanford University, 2008.
    • (2008) John A. Blume Earthquake Engineering Center, Technical Report No. 166
    • Liel, A.B.1    Deierlein, G.G.2
  • 9
    • 84898963230 scopus 로고    scopus 로고
    • RUAUMOKO-users manual, theory, and appendices
    • University of Canterbury, Christchurch, New Zealand
    • A. J. Carr, RUAUMOKO-Users Manual, Theory, and Appendices. Vol. 2, User manual for the 2-Dimensional version, University of Canterbury, Christchurch, New Zealand, 2007.
    • (2007) User Manual for the 2-dimensional Version , vol.2
    • Carr, A.J.1
  • 10
    • 84898950445 scopus 로고    scopus 로고
    • An assessment to benchmark the seismic performance of a code-conforming reinforced concrete moment-frame building. Pacific Earthquake Engineering Research Center (PEER)
    • University of California, Berkeley
    • C. B. Haselton, C. A. Goulet, J. L. Beck, G. G. Deierlein, K. A. Porter, J. P. Stewart, E. Taciroglu, An assessment to benchmark the seismic performance of a code-conforming reinforced concrete moment-frame building. Pacific Earthquake Engineering Research Center (PEER), Report No. PEER 2007/12, University of California, Berkeley, 2007.
    • (2007) Report No. PEER 2007/12
    • Haselton, C.B.1    Goulet, C.A.2    Beck, J.L.3    Deierlein, G.G.4    Porter, K.A.5    Stewart, J.P.6    Taciroglu, E.7
  • 11
    • 50049125215 scopus 로고    scopus 로고
    • CUMBIA: Set of codes for the analysis of reinforced concrete members
    • Prepared for Alaska Department of Transportation, Constructed Facilities Laboratory, North Carolina State University, Raleigh, North Carolina
    • L. A. Montejo, M. J. Kowalsky, CUMBIA: Set of codes for the analysis of reinforced concrete members. Technical report No. IS-07-01, Prepared for Alaska Department of Transportation, Constructed Facilities Laboratory, North Carolina State University, Raleigh, North Carolina, 2007.
    • (2007) Technical Report No. IS-07-01
    • Montejo, L.A.1    Kowalsky, M.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.