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Volumn 105, Issue 1, 2008, Pages 96-103

Progressive collapse of reinforced concrete structures: A multihazard perspective

Author keywords

Bar fracture; Brittle failure; Integrity requirements; Load redistribution; Progressive collapse

Indexed keywords

BRITTLE FRACTURE; COLUMNS (STRUCTURAL); CONCRETE BEAMS AND GIRDERS; DEGREES OF FREEDOM (MECHANICS); SEISMIC DESIGN; STRUCTURAL FRAMES; STRUCTURAL INTEGRITY; WIND STRESS;

EID: 38549130687     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (77)

References (20)
  • 1
    • 38549109813 scopus 로고    scopus 로고
    • ASCE/SEI 7, Minimum Design Loads for Buildings and Other Structures Structural Engineering Institute-American Society of Civil Engineers, Reston, VA, 2005, 424 pp.
    • ASCE/SEI 7, "Minimum Design Loads for Buildings and Other Structures" Structural Engineering Institute-American Society of Civil Engineers, Reston, VA, 2005, 424 pp.
  • 5
    • 78650683585 scopus 로고    scopus 로고
    • Design of Building to Resist Progressive Collapse
    • DOD, U.S. Department of Defense, Washington, DC
    • DOD, "Design of Building to Resist Progressive Collapse" Unified Facility Criteria, UFC 4-023-03, U.S. Department of Defense, Washington, DC, 2005.
    • (2005) Unified Facility Criteria, UFC 4-023-03
  • 7
    • 38549086640 scopus 로고    scopus 로고
    • NISTIR 6831, Summary of NIST/GSA Workshop on Application of Seismic Rehabilitation Technologies to Mitigate Blast-Induced Progressive Collapse National Institute of Standards and Technology, Oakland, CA, 2005.
    • NISTIR 6831, "Summary of NIST/GSA Workshop on Application of Seismic Rehabilitation Technologies to Mitigate Blast-Induced Progressive Collapse" National Institute of Standards and Technology, Oakland, CA, 2005.
  • 8
    • 13944278959 scopus 로고    scopus 로고
    • Lesson Learned on Improving Resistance of Buildings to Terrorist Attacks
    • Corley, W. G., "Lesson Learned on Improving Resistance of Buildings to Terrorist Attacks", Journal of Performance of Constructed Facilities, ASCE, V. 18, No. 2, 2004, pp. 68-78.
    • (2004) Journal of Performance of Constructed Facilities, ASCE , vol.18 , Issue.2 , pp. 68-78
    • Corley, W.G.1
  • 11
    • 38549144454 scopus 로고    scopus 로고
    • IBC, International Building Code, International Code Council, Inc., Country Club Hills, IL, 2003.
    • IBC, International Building Code, International Code Council, Inc., Country Club Hills, IL, 2003.
  • 12
    • 38549106797 scopus 로고    scopus 로고
    • SAP2000, SAP2000 Three Dimensional Static and Dynamic Finite Element Analysis and Design of Structures, Analysis Reference, Version 9.2, Computer and Structures, Inc, Berkeley, CA, 2005
    • SAP2000, "SAP2000 Three Dimensional Static and Dynamic Finite Element Analysis and Design of Structures", Analysis Reference, Version 9.2, Computer and Structures, Inc., Berkeley, CA, 2005.
  • 13
    • 0010320039 scopus 로고
    • Analytical Modeling of Structural Systems - An Entirely New Approach with Emphasis on Behavior of Building Structures
    • UK
    • MacLeod, I. A., "Analytical Modeling of Structural Systems - An Entirely New Approach with Emphasis on Behavior of Building Structures" Ellis Horwood Series in Civil Engineering, UK, 1990.
    • (1990) Ellis Horwood Series in Civil Engineering
    • MacLeod, I.A.1
  • 15
    • 33646706713 scopus 로고    scopus 로고
    • Progressive Collapse: Case Studies Using Nonlinear Analysis
    • Monterey, CA, Aug
    • Powell, G., "Progressive Collapse: Case Studies Using Nonlinear Analysis" SEAOC Annual Convention, Monterey, CA, Aug. 2004.
    • (2004) SEAOC Annual Convention
    • Powell, G.1
  • 16
    • 38549111630 scopus 로고
    • Strength of High-Rise Shear Walls - Rectangular Cross Section
    • RD029.O1D, Portland Cement Association, Skokie, 1L
    • Cardenas, A. E., and Magura, D. D., "Strength of High-Rise Shear Walls - Rectangular Cross Section", Research and Development Bulletin RD029.O1D, Portland Cement Association, Skokie, 1L, 1973.
    • (1973) Research and Development Bulletin
    • Cardenas, A.E.1    Magura, D.D.2
  • 17
    • 38549172365 scopus 로고    scopus 로고
    • FEMA 356, Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, DC, 2000.
    • FEMA 356, "Prestandard and Commentary for the Seismic Rehabilitation of Buildings", Federal Emergency Management Agency, Washington, DC, 2000.
  • 18
    • 0003457505 scopus 로고
    • Inelastic Analysis for In-Plane Strength of Reinforced Concrete Shear Walls
    • PhD dissertation, Department of Civil Engineering, Northwestern University, Evanston, IL
    • Oesterle, R. G., "Inelastic Analysis for In-Plane Strength of Reinforced Concrete Shear Walls", PhD dissertation, Department of Civil Engineering, Northwestern University, Evanston, IL, 1986.
    • (1986)
    • Oesterle, R.G.1
  • 19
    • 35748982475 scopus 로고    scopus 로고
    • Experimental and Analytical Progressive Collapse Evaluation of an Actual Reinforced Concrete Structure
    • Nov.-Dec
    • Sasani, M.; Bazan, M.; and Sagiroglu, S., "Experimental and Analytical Progressive Collapse Evaluation of an Actual Reinforced Concrete Structure", ACI Structural Journal, V. 104, No. 6, Nov.-Dec. 2006, pp. 731-739.
    • (2006) ACI Structural Journal , vol.104 , Issue.6 , pp. 731-739
    • Sasani, M.1    Bazan, M.2    Sagiroglu, S.3
  • 20
    • 55749087837 scopus 로고    scopus 로고
    • Progressive Collapse Analysis of an RC Structure
    • John Wiley & Sons, online article available in advance of printing
    • Sasani, M., and Kropelnicki, J., "Progressive Collapse Analysis of an RC Structure" The Structural Design of Tall Buildings, John Wiley & Sons, 2007 (online article available in advance of printing: http://www3.interscience.wiley.com/cgi-bin/jhome/102522232; DOI:10.1002/tal.375).
    • (2007) The Structural Design of Tall Buildings
    • Sasani, M.1    Kropelnicki, J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.