Bi-directional sub-structural pseudo-dynamic tests of a full-scale 2-story BRBF, Part 2: Compressive behavior of gusset plates

8th US National Conference on Earthquake Engineering 2006

Volumn 12, Issue , 2006, Pages 6880-6889

  Lin, M L ^a   Tsai, K C ^b   Tsai, C Y ^c  

^a NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

^b NATIONAL TAIWAN UNIVERSITY   (Taiwan)

^c NATIONAL TAIWAN UNIVERSITY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

BI-DIRECTIONAL; BUCKLING RESTRAINED BRACED FRAMES; COMPRESSIVE BEHAVIOR; DESIGN METHODOLOGY; DRIFT DEMANDS; EARTHQUAKE LOAD; EDGE STIFFENERS; EFFECTIVE LENGTH FACTOR; FINITE ELEMENT BUCKLING ANALYSIS; GUSSET PLATES; HYBRID TESTING; OUT-OF-PLANE; OUT-OF-PLANE DISPLACEMENT; PSEUDO-DYNAMIC TESTS;

BUCKLING; CIVIL ENGINEERING; DESIGN; ENGINEERING GEOLOGY; FINITE ELEMENT METHOD; PLATES (STRUCTURAL COMPONENTS); SEISMIC DESIGN; STRUCTURAL ANALYSIS; TESTING;

STRUCTURAL FRAMES;

EID: 84865843199     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (14)

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