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Earthquake Spectra

Volumn 17, Issue 3, 2001, Pages 479-505

Reinforced concrete wide-beam construction vs. conventional construction: Resistance to lateral earthquake loads

(2) LaFave, J M a Wight, J K a

a University of Illinois at Urbana Champaign (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; CRACK INITIATION; ENERGY DISSIPATION; JOINTS (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; STIFFNESS;

LATERAL EARTHQUAKE LOADS;

EARTHQUAKE RESISTANCE;

CONSTRUCTION METHOD; DISPLACEMENT; EARTHQUAKE ENGINEERING; EXPERIMENTAL STUDY; LOADING; REINFORCED CONCRETE; REINFORCEMENT; STIFFNESS; STRUCTURAL COMPONENT;

EID: 0035413829 PISSN: 87552930 EISSN: None Source Type: Journal
DOI: 10.1193/1.1586185 Document Type: Article

Times cited : (35)

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