scholarly journals Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire -Chapter 1 Preface-

2007 ◽  
Vol 26 (3) ◽  
pp. 93-112
Author(s):  
Jun-ichi Suzuki
Keyword(s):  
Seismic Design ◽  
Steel Frames ◽  
Structural Redundancy

scholarly journals ULTIMATE TEMPERATURE AND STRUCTURAL REDUNDANCY OF STEEL FRAMES EXPOSED TO FIRE : Effect of seismic design on fire resistance

2006 ◽  
Vol 71 (608) ◽  
pp. 157-164 ◽  
Author(s):  
Jun-ichi SUZUKI ◽  
Shutaro ABE ◽  
Hiroyuki SUZUKI ◽  
Yoshifumi OHMIYA ◽  
Takao WAKAMATSU
Keyword(s):  
Seismic Design ◽  
Fire Resistance ◽  
Steel Frames ◽  
Structural Redundancy ◽  
Fire Effect

Experimental Study on Steel Frames Infilled with Sandwich Composite Panels

2011 ◽  
Vol 243-249 ◽  
pp. 499-505
Author(s):  
Can Xing Qiu ◽  
He Tao Hou ◽  
Wei Long Liu ◽  
Ming Lei Wu
Keyword(s):  
Seismic Design ◽  
Steel Frames ◽  
Strength Degradation ◽  
Hysteretic Behavior ◽  
Sandwich Composite ◽  
Viscous Damping ◽  
Test Results ◽  
Ductility Index ◽  
Damage Process ◽  
Seismic Behaviors

A model of full scale one-bay, one storey was tested under low cyclic loading in order to study the hysteretic behavior of steel frames with sandwich composite (SC) panels. According to the failure pattern and damage process of test specimen, seismic behaviors were evaluated. Hysterics loops, skeleton curves, curves of strength degradation, and curves of stiffness degradation, ductility index and viscous damping coefficient were analyzed. Test results show that the failures of panels mainly occurred around the embedded parts, but compared with traditional panels and walls, SC panels exhibit a better integration. The connection between panel and steel frame is vital to the mutual work of the two parts. Finally, seismic design recommendations based on the analysis of ductility index and energy dissipation of the structures are presented.

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