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Volumn 134, Issue 7, 2008, Pages 1079-1091

Macromodel-based simulation of progressive collapse: RC frame structures

Author keywords

Concrete reinforced; Framed structures; Frames; Joints; Nonlinear response; Progressive collapse; Simulation

Indexed keywords

BEAM-COLUMN JOINTS; FINITE ELEMENT (FE); FLOOR BEAMS; FRAME STRUCTURES; GRAVITY LOADS; HIGH FIDELITY; LARGE DEFORMATIONS; LARGE DISPLACEMENTS; LATERAL LOADS; MACRO MODELING; MOMENT FRAMES; NON LINEAR BEHAVIORS; PROGRESSIVE COLLAPSE; PROGRESSIVE COLLAPSE ANALYSIS; RC FRAME STRUCTURES; REINFORCED CONCRETE (RC); SEISMIC RISKS; SIMULATION MODELLING; TWO-DIMENSIONAL (2-D) MODELING;

EID: 45249122229     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:7(1079)     Document Type: Article
Times cited : (232)

References (30)
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    • Alath, S.1    Kunnath, S.K.2
  • 5
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    • Department of Defense.. "." Unified Facilities Criteria (UFC, 4-023-03), Washington, D.C.
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  • 6
    • 45249124518 scopus 로고    scopus 로고
    • DIANA.., TNO Building and Construction Research, Delft, The Netherlands.
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  • 11
    • 33845695436 scopus 로고    scopus 로고
    • Computational failure analysis of reinforced concrete structures subjected to blast loading.", St. Louis, ASCE, New York.
    • Hansen, E., Levine, H., Lawyer, D., and Tennant, D. (2006). " Computational failure analysis of reinforced concrete structures subjected to blast loading.." Proc., 17th Analysis and Computation Specialty Conf., St. Louis, ASCE, New York.
    • (2006) Proc., 17th Analysis and Computation Specialty Conf.
    • Hansen, E.1    Levine, H.2    Lawyer, D.3    Tennant, D.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.