Shake-table test of a full-scale 7-story building slice. Phase I: Rectangular wall

Journal of Structural Engineering

Volumn 137, Issue 6, 2011, Pages 691-704

  Panagiotou, Marios ^a   Restrepo, Jos I ^b   Conte, Joel P ^b  

^a Berkeley   (United States)

^b UNIVERSITY OF CALIFORNIA SAN DIEGO   (United States)

Author keywords

Capacity design; Displacement based design; Earthquakes; Higher mode effects; Lateral forces; Load bearing walls; Shake table testing; Three dimensional effects

Indexed keywords

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

BEARINGS (STRUCTURAL); CIVIL ENGINEERING; COMPUTER SIMULATION; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DESIGN; DYNAMIC RESPONSE; EARTHQUAKES; NANOINDENTATION; REINFORCED CONCRETE; REINFORCEMENT; SOFTWARE TESTING;

WALLS (STRUCTURAL PARTITIONS);

EID: 79959382994     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000332     Document Type: Article

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