Erratum: Design, testing and analysis of high ductile partial-strength steel-concrete composite beam-to-column joints (Computers and Structures (2005) 83 (2334-52) DOI: 10.1016/j.compstruc.2005.03.028);Design, testing and analysis of high ductile partial-strength steel-concrete composite beam-to-column joints

Computers and Structures

Volumn 83, Issue 28-30 SPEC. ISS., 2005, Pages 2334-2352

  Salvatore, Walter ^a   Bursi, Oreste S ^b   Lucchesi, Daniele ^a  

^a UNIVERSITY OF PISA   (Italy)

^b UNIVERSITY OF TRENTO   (Italy)

Author keywords

Cyclic loading; High ductility moment resisting frame; Partial strength beam to column joint; Rotational capacity; Seismic design; Steel concrete composite structure

Indexed keywords

COMPOSITE STRUCTURES; CONCRETE CONSTRUCTION; COSTS; CYCLIC LOADS; DUCTILITY; ENERGY DISSIPATION; FINITE ELEMENT METHOD; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; SEISMOLOGY; STEEL STRUCTURES; STRENGTH OF MATERIALS; STRUCTURAL DESIGN; STRUCTURAL FRAMES; THREE DIMENSIONAL;

CONSTRUCTION COSTS; CYCLIC LOADING; HIGH DUCTILITY MOMENT-RESISTING FRAME; PARTIAL-STRENGTH BEAM-TO-COLUMN JOINT; ROTATIONAL CAPACITY; SEISMIC DESIGN; STEEL-CONCRETE COMPOSITE STRUCTURES;

BEAMS AND GIRDERS;

EID: 25644437232     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2005.10.002     Document Type: Erratum

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