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Elastic-plastic study on high building with SRC transferring story 被引量:1
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作者 李玉荣 裘涛 孙炳楠 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2006年第3期407-414,共8页
A new type of transferring structure for steel reinforced concrete (SRC) beams is used in high building. The pushover analysis method was used to study the failure mechanism and ductility of SRC transferring structure... A new type of transferring structure for steel reinforced concrete (SRC) beams is used in high building. The pushover analysis method was used to study the failure mechanism and ductility of SRC transferring structure through consulting pseudo-static test results for the structure. And, the occurrence order and position of the plastic hinge, the weak story and seismic capacity of high building with SRC transferring story were also studied through consulting shaking table test results for the high building, showing that the seismic behavior of high building with SRC transferring story is good. 展开更多
关键词 Steel reinforced concrete src Transferring structure for src beams Static pushover analysis High building Pseudo-static test Shaking table test
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Structural Resistance of SRC Column-Steel Beam Joint Developed for Innovative Construction of Buildings 被引量:1
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作者 Seo Soo-yeon Yun Hyun-Do Kim Seung-hun 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 2011年第S1期924-928,共5页
This paper presents an experimental study investigating factors influencing the effective width of steel reinforced concrete (SRC) column-steel beam joints of building in order to calculate its resisting moment.Five 1... This paper presents an experimental study investigating factors influencing the effective width of steel reinforced concrete (SRC) column-steel beam joints of building in order to calculate its resisting moment.Five 1/2 scaled interior SRC column-steel beam joint specimens were made with considering parameters such as beam flange width,beam depth and SRC column width.One directional increasing moment was applied to the joint by acting forces to each ends of beam and the structural behavior of joint was studied.And previous design method suggested by Deierlein was reviewed and a modified equation was proposed from the analysis of test result.Test result indicated that the equation to calculate the effective width in Deierlein’s design method didn’t consider effectively the influence caused by the variation of beam depth so that a modified equation was suggested and the validation of it was confirmed in this paper. 展开更多
关键词 src column-steel beam joint effective width flange width beam depth
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