Nonlinear seismic response analysis of steel-concrete composite frames

Journal of Structural Engineering

Volumn 134, Issue 6, 2008, Pages 986-997

  Zona, Alessandro ^a   Barbato, Michele ^b   Conte, Joel P ^c  

^a UNIVERSITY OF CAMERINO   (Italy)

^b LOUISIANA STATE UNIVERSITY   (United States)

^c UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Composite structures; Concrete; Connection; Finite element method; Nonlinear analysis; Seismic effects; Steel

Indexed keywords

DEFORMABLE SHEAR CONNECTION; SEISMIC EFFECTS; SHEAR CONNECTION BOUNDARY CONDITIONS; STEEL COLUMNS; STEEL CONCRETE COMPOSITE (SCC) FRAMES;

BOUNDARY CONDITIONS; COMPOSITE STRUCTURES; CONCRETE PRODUCTS; FINITE ELEMENT METHOD; NONLINEAR ANALYSIS; SEISMIC RESPONSE; STEEL STRUCTURES;

STRUCTURAL FRAMES;

EID: 43949088833     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:6(986)     Document Type: Article

References (34)