Post-buckling behavior of thin web plate under cyclic shear loading

Proceedings of the 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006

Volumn , Issue , 2006, Pages 271-276

  Tomizawa, T ^a   Shimizu, M ^a   Ikarashi, K ^a  

^a TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; DEFORMATION; ELASTICITY; HYSTERESIS; NUMERICAL ANALYSIS; PLATES (STRUCTURAL COMPONENTS); PRESSURE DROP; SEISMOLOGY; STEEL; STEEL CONSTRUCTION; STEEL STRUCTURES; STRUCTURAL DESIGN;

BUCKLING BEHAVIORS; CRITICAL DEPTHS; CYCLIC LOADING EXPERIMENTS; CYCLIC SHEAR LOADINGS; DEFORMATION CURVES; ELASTIC BUCKLING; HYSTERESIS CHARACTERISTICS; THICKNESS RATIOS; THIN WEBS;

ASPECT RATIO;

EID: 56249097954     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (2)

1. Architectural Institute of Japan, 1996. Recommendations for Stability Design of Steel Structures.
2. Ikarashi, K. & Suzuki, T. & Shimizu, M. 2004. A study on behavior after shear buckling of thin square web. Summaries of Technical Papers of Annual Meeting; Architectural Institute of Japan, C-1, pp793-796, August 2004.