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Volumn 13, Issue 1, 2014, Pages 17-46

Performance-based seismic design of nonstructural building components: The next frontier of earthquake engineering

Author keywords

nonstructural building components; performance based earthquake engineering; seismic design and analysis

Indexed keywords

ARCHITECTURAL DESIGN; BUILDING COMPONENTS; BUILDINGS; DESIGN; ENGINEERING GEOLOGY; ENGINEERING RESEARCH; SAFETY ENGINEERING; SEISMIC DESIGN; SEISMOLOGY; STRUCTURAL ANALYSIS;

EID: 84920264483     PISSN: 16713664     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11803-014-0238-9     Document Type: Article
Times cited : (211)

References (62)
  • 2
    • 84920275117 scopus 로고    scopus 로고
    • American Society of Heating, Refrigerating and Air-Conditioning Engineers Inc., Atlanta, GA:
    • ASHRAE (2003), Seismic and Wind Restraint Design, ASHARE handbook (Chapter 54), American Society of Heating, Refrigerating and Air-Conditioning Engineers Inc., Atlanta, GA.
    • (2003) Seismic and Wind Restraint Design, ASHARE handbook
    • ASHRAE1
  • 4
    • 0027211511 scopus 로고
    • History of Earthquake-resistive Design for Building Mechanical Systems
    • Ayres JM (1993), “History of Earthquake-resistive Design for Building Mechanical Systems,” ASHRAE Transactions, 99(1): 719–723.
    • (1993) ASHRAE Transactions , vol.99 , Issue.1 , pp. 719-723
    • Ayres, J.M.1
  • 5
    • 0003495498 scopus 로고
    • Nonstructural Damage to Buildings, in The Great Alaska Earthquake of 1964
    • National Research Council, National Academy of Sciences, Washington, DC:
    • Ayres JM, Sun TY and Brown FR (1973), “Nonstructural Damage to Buildings, in The Great Alaska Earthquake of 1964,” Engineering Division of Earth Sciences, National Research Council, National Academy of Sciences, Washington, DC, 346–456.
    • (1973) Engineering Division of Earth Sciences , pp. 346-456
    • Ayres, J.M.1    Sun, T.Y.2    Brown, F.R.3
  • 7
    • 84920285590 scopus 로고    scopus 로고
    • Is it a Nonstructural Component or a Nonbuilding Structure?
    • Bachman R and Dowty S (2008), “Is it a Nonstructural Component or a Nonbuilding Structure?” Structure Magazine, July 2008, 4 pp.
    • (2008) Structure Magazine
    • Bachman, R.1    Dowty, S.2
  • 12
    • 84905506312 scopus 로고    scopus 로고
    • Estimating Floor Spectra in Multiple Degree of Freedom Systems
    • Calvi PM and Sullivan TJ (2014), “Estimating Floor Spectra in Multiple Degree of Freedom Systems,” Earthquakes and Structures, An International Journal, Techno Press, 6(7): 17–38.
    • (2014) Earthquakes and Structures , vol.6 , Issue.7 , pp. 17-38
    • Calvi, P.M.1    Sullivan, T.J.2
  • 14
    • 0024088850 scopus 로고
    • State-of-the-art-Review: Seismic Response of Secondary Systems
    • Chen Y and Soong TT (1988), “State-of-the-art-Review: Seismic Response of Secondary Systems,” Engineering Structures, 10(4): 218–228.
    • (1988) Engineering Structures , vol.10 , Issue.4 , pp. 218-228
    • Chen, Y.1    Soong, T.T.2
  • 15
    • 84920266897 scopus 로고    scopus 로고
    • w 6.0) Earthquakes, Hawaii,” Earthquake Engineering Research Institute, 31
    • w 6.0) Earthquakes, Hawaii,” Earthquake Engineering Research Institute, 31.
  • 19
    • 84920288413 scopus 로고    scopus 로고
    • Department of Civil, Structural, and Environmental Engineering, University at Buffalo State University of New York, Buffalo, NY:
    • Fathali S (2008), “Seismic Protection of Vibration-Isolated Building Nonstructural Components,” Doctor of Philosophy (PhD) Dissertation, Department of Civil, Structural, and Environmental Engineering, University at Buffalo State University of New York, Buffalo, NY.
    • (2008) Seismic Protection of Vibration-Isolated Building Nonstructural Components
    • Fathali, S.1
  • 20
    • 69949165856 scopus 로고    scopus 로고
    • Interim Protocols For Determining Seismic Performance Characteristics of Structural and Nonstructural Components Through Laboratory Testing
    • Federal Emergency Management Agency, Washington, DC:
    • FEMA (2007), “Interim Protocols For Determining Seismic Performance Characteristics of Structural and Nonstructural Components Through Laboratory Testing,” FEMA 461 Document, Federal Emergency Management Agency, Washington, DC.
    • (2007) FEMA 461 Document
    • FEMA1
  • 21
    • 77449150310 scopus 로고    scopus 로고
    • Quantification of Building Seismic Performance Factors
    • Federal Emergency Management Agency, Washington, DC:
    • FEMA (2009), “Quantification of Building Seismic Performance Factors,” FEMA P695 Document, Federal Emergency Management Agency, Washington, DC.
    • (2009) FEMA P695 Document
    • FEMA1
  • 22
    • 84920277423 scopus 로고    scopus 로고
    • Reducing the Risks of Nonstructural Earthquake Damage — A Practical Guide
    • Federal Emergency Management Agency, Washington, DC:
    • FEMA E-74 (2011), “Reducing the Risks of Nonstructural Earthquake Damage — A Practical Guide,” FEMA E-74 Document, Federal Emergency Management Agency, Washington, DC.
    • (2011) FEMA E-74 Document
    • FEMA E-741
  • 23
    • 84920277034 scopus 로고    scopus 로고
    • Seismic Performance Assessment of Buildings, Volume 3 — Supporting Electronic Materials and Background Documentation: 3.1 Performance Assessment Calculation Tool (PACT)
    • Federal Emergency Management Agency, Washington, DC:
    • FEMA P-58-3 (2012), “Seismic Performance Assessment of Buildings, Volume 3 — Supporting Electronic Materials and Background Documentation: 3.1 Performance Assessment Calculation Tool (PACT),” Version 2.9.65, Federal Emergency Management Agency, Washington, DC.
    • (2012) Version 2.9.65
    • FEMA P-58-31
  • 24
    • 0008273508 scopus 로고    scopus 로고
    • Reconnaissance Report of the February 28, 2001 Nisqually (Seattle-Olympia) Earthquake
    • Department of Structural Engineering, University of California, San Diego, La Jolla, CA:
    • Filiatrault A, Uang CM, Folz B, Christopoulos C and Gatto K (2001), “Reconnaissance Report of the February 28, 2001 Nisqually (Seattle-Olympia) Earthquake,” Structural Systems Research Project Report No. SSRP-2000/15, Department of Structural Engineering, University of California, San Diego, La Jolla, CA, 62 pp.
    • (2001) Structural Systems Research Project Report No. SSRP-2000/15
    • Filiatrault, A.1    Uang, C.M.2    Folz, B.3    Christopoulos, C.4    Gatto, K.5
  • 25
    • 25544458577 scopus 로고    scopus 로고
    • Guidelines, Specifications, and Seismic Performance Characterization of Nonstructural Building Components and Equipment
    • Pacific Earthquake Engineering Research Center, Berkeley, CA:
    • Filiatrault A and Christopoulos C (2002), “Guidelines, Specifications, and Seismic Performance Characterization of Nonstructural Building Components and Equipment,” Report PEER 2002/05, Pacific Earthquake Engineering Research Center, Berkeley, CA, 102 pp.
    • (2002) Report PEER 2002/05
    • Filiatrault, A.1    Christopoulos, C.2
  • 26
    • 8644255032 scopus 로고    scopus 로고
    • Generation of Floor Accelerations for Seismic Testing of Operational and Functional Building Components
    • Filiatrault A, Tremblay R and Kuan S (2004a), “Generation of Floor Accelerations for Seismic Testing of Operational and Functional Building Components,” Canadian Journal of Civil Engineering, 31(4): 646–663.
    • (2004) Canadian Journal of Civil Engineering , vol.31 , Issue.4 , pp. 646-663
    • Filiatrault, A.1    Tremblay, R.2    Kuan, S.3
  • 34
    • 0343729564 scopus 로고
    • Survey of Non Structural Damage to Healthcare Facilities in the January 17, 1994 Northridge Earthquake
    • McGavin G and Patrucco H (1994), “Survey of Non Structural Damage to Healthcare Facilities in the January 17, 1994 Northridge Earthquake,” Report prepared for HMC Group, Ontario, Canada.
    • (1994) Report prepared for HMC Group, Ontario, Canada
    • McGavin, G.1    Patrucco, H.2
  • 35
    • 0034817699 scopus 로고    scopus 로고
    • Static Modeling of Equipment Acted on by Seismic Forces
    • Meisel PW (2001), “Static Modeling of Equipment Acted on by Seismic Forces,” ASHRAE Transactions, 107(1): 775–786.
    • (2001) ASHRAE Transactions , vol.107 , Issue.1 , pp. 775-786
    • Meisel, P.W.1
  • 37
    • 84876025525 scopus 로고    scopus 로고
    • Performance of Nonstructural Components during the 27 February 2010 Chile Earthquake
    • Miranda E, Mosqueda G, Retamales R and Pekcan G (2012), “Performance of Nonstructural Components during the 27 February 2010 Chile Earthquake,” Earthquake Spectra, 28(1): 453–471.
    • (2012) Earthquake Spectra , vol.28 , Issue.1 , pp. 453-471
    • Miranda, E.1    Mosqueda, G.2    Retamales, R.3    Pekcan, G.4
  • 40
    • 84920264639 scopus 로고    scopus 로고
    • Structural and Nonstructural Earthquake Design: The Challenge of Integrating Specialty Areas in Designing Complex, Critical Facilities
    • Petak WJ and Alesch DJ (2008), “Structural and Nonstructural Earthquake Design: The Challenge of Integrating Specialty Areas in Designing Complex, Critical Facilities,” Technical Report MCEER-08-0014, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo State University of New York, 74 pp.
    • (2008) Technical Report MCEER-08-0014, Multidisciplinary Center for Earthquake Engineering Research
    • Petak, W.J.1    Alesch, D.J.2
  • 41
    • 77952937462 scopus 로고    scopus 로고
    • State of the Art Report on Seismic Design Requirements for Nonstructural Building Components
    • National Institute of Standards and Technology, Gaithersburg, MD:
    • Phan L T and Taylor AW (1996), “State of the Art Report on Seismic Design Requirements for Nonstructural Building Components,” NISTIR 5857, National Institute of Standards and Technology, Gaithersburg, MD, 67 pp.
    • (1996) NISTIR 5857
    • Phan, L.T.1    Taylor, A.W.2
  • 44
    • 33645946540 scopus 로고    scopus 로고
    • A Taxonomy of Building Components for Performance-based Earthquake Engineering
    • Pacific Earthquake Engineering Research (PEER) Center, Berkeley, CA:
    • Porter K A (2005), “A Taxonomy of Building Components for Performance-based Earthquake Engineering,” PEER Report No, 2005/03, Pacific Earthquake Engineering Research (PEER) Center, Berkeley, CA, 58 pp.
    • (2005) PEER Report No, 2005/03
    • Porter, K.A.1
  • 46
    • 0040035540 scopus 로고
    • A Study of Factors Influencing Floor Response Spectra in Nonlinear Multi-degree-of-Freedom Structures
    • John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA:
    • Sewell RT, Cornell CA, Toro GR and McGuire RK (1986), “A Study of Factors Influencing Floor Response Spectra in Nonlinear Multi-degree-of-Freedom Structures,” Report No. 82, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA.
    • (1986) Report No. 82
    • Sewell, R.T.1    Cornell, C.A.2    Toro, G.R.3    McGuire, R.K.4
  • 48
  • 49
    • 33748773894 scopus 로고    scopus 로고
    • Seismic Design Forces. II: Flexible Nonstructural Components
    • Singh MP, Moreschi LM, Suárez LE and Matheu EE (2006b), “Seismic Design Forces. II: Flexible Nonstructural Components,” Journal of Structural Engineering, American Society of Civil Engineering, 132(10): 1533–1542.
    • (2006) Journal of Structural Engineering , vol.132 , Issue.10 , pp. 1533-1542
    • Singh, M.P.1    Moreschi, L.M.2    Suárez, L.E.3    Matheu, E.E.4
  • 57
    • 84920279723 scopus 로고
    • International Conference of Building Officials, Whittier Narrow, CA:
    • UBC (1964), Uniform Building Code, 6th ed., International Conference of Building Officials, Whittier Narrow, CA.
    • (1964) Uniform Building Code
    • UBC1
  • 58
    • 0031215107 scopus 로고    scopus 로고
    • Seismic Design of Secondary Structures: State-of-the-art
    • Villaverde R (1997), “Seismic Design of Secondary Structures: State-of-the-art,” Journal of Structural Engineering, American Society of Civil Engineering, 123(8): 1011–1019.
    • (1997) Journal of Structural Engineering , vol.123 , Issue.8 , pp. 1011-1019
    • Villaverde, R.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.