Failure analysis of welded steel moment-resisting frame connections

Journal of Materials in Civil Engineering

Volumn 14, Issue 1, 2002, Pages 24-34

  Barsom, John M ^a   Pellegrino Jr , J V ^b  

^a Barsom Consulting Ltd   (United States)

^b WHEMCO   (United States)

Author keywords

Connections; Earthquake loads; Failure investigation; Fatigue; Fracture; Steel frames; Welded

Indexed keywords

CRACK PROPAGATION; EARTHQUAKE RESISTANCE; FAILURE ANALYSIS; FATIGUE OF MATERIALS; SEISMOLOGY; SURFACE ROUGHNESS;

WELDED STEEL MOMENT-RESISTING FRAMES (WSMF);

WELDED STEEL STRUCTURES;

FAILURE ANALYSIS; STEEL FRAME; WELDED JOINT;

EID: 0036190227     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2002)14:1(24)     Document Type: Article

References (10)

1. Failure analysis of welded steel moment-resisting frame connections. I: Unreinforced post-Northridge welded steel moment frame connections
2. Failure analysis of welded steel moment-resisting frame connections. II: Unreinforced pre-Northridge welded steel moment connections
3. Parametric tests on unreinforced connections
4. Supplemental testing of unreinforced connections with integration of T-stub weld tests and analysis