Displacement-based method of analysis for regular reinforced-concrete wall buildings: Application to a full-scale 7-story building slice tested at UC-San Diego

Journal of Structural Engineering

Volumn 137, Issue 6, 2011, Pages 677-690

  Panagiotou, Marios ^a   Restrepo, Jos I ^b  

^a Berkeley   (United States)

^b UNIVERSITY OF CALIFORNIA SAN DIEGO   (United States)

Author keywords

Capacity design; Displacement based design; Higher mode effects; Lateral forces; Load bearing walls; Performance based design; Reinforced concrete; Seismic design; Three dimensional effects

Indexed keywords

CAPACITY DESIGN; DISPLACEMENT-BASED DESIGN; HIGHER-MODE EFFECTS; LATERAL FORCE; LOAD BEARING WALLS; PERFORMANCE BASED DESIGN; THREE DIMENSIONAL EFFECT;

BEARINGS (STRUCTURAL); CIVIL ENGINEERING; COMPUTER SIMULATION; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DESIGN; REINFORCED CONCRETE; RISK ASSESSMENT; SEISMIC DESIGN; SEISMOLOGY;

WALLS (STRUCTURAL PARTITIONS);

EID: 79959443600     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000333     Document Type: Article

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