VALUE-ADDED 5-STORY STEEL FRAME AND ITS COMPONENTS:PART 2 - FULL-SCALE TESTS OF BEAM-COLUMN-GUSSET PLATE ASSEMBLIES
This paper discusses the full-size experiment of beam-column-gusset plate assemblies. High strength and high ductility are required so that the passively-controlled structure demonstrate an enough performance under a severe earthquake. However, the behavior of those assemblies has not been clarified satisfactorily and further improvement of the design method is expected. A new loading method in which a hydraulic jack is applied as a virtual damper is developed and the case of steel damper is mainly discussed. Also dampers with velocity sensitivity, such as viscoelastic damper can be tested under static condition by this method. A frame with typical members of the 5-story steel building is set as a standard specimen, and inter story drift is increased from 1/800 to 1/33. Two cycles are applied in each loading cycle. Furthermore, fatigue tests are conducted under the story drift of 1/50 or 1/33. Consequently, the effect of the presence of the gusset plate, stiffeners,and damper force on failure mode, cumulated deformation capacity, hysteretic behavior, and distribution of strain is discussed.
E-Defense Shaking Table Steel Frame Subassembly Test Full-Scale
Y. Ooki K. Kasai Y. Azuma S. Motoyui K Kaneko
Structural Engineering Research Center, Tokyo Institute of Technology, Yokohama. Japan Dept. Of Build Environment, Tokyo Institute of Technology, Yokohama. Japan Tokyo Institute of Technology, Yokohama. Japan
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）