- 摘 要
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（1 華誠博遠工程技術(shù)集團有限公司, 北京 100052； 2 北京華信今朝結(jié)構(gòu)設計事務所有限公司, 北京 100036;3 中冶京誠工程技術(shù)有限公司, 北京 100176； 4 藤田技術(shù)研究中心,厚木 243-0125； 5 日本東京建筑研究所, 東京 197-0804）
［摘要］為了分析中日結(jié)構(gòu)設計規(guī)范在鋼結(jié)構(gòu)設計中存在的不同，以一棟6層鋼結(jié)構(gòu)商業(yè)大樓為例，分別采用中日鋼結(jié)構(gòu)規(guī)范進行設計，研究了兩種設計規(guī)范體系下鋼結(jié)構(gòu)的設計流程，對比了中日規(guī)范體系下結(jié)構(gòu)的地震作用、結(jié)構(gòu)整體性能指標、構(gòu)件的性能指標、節(jié)點的連接性能以及大震作用下結(jié)構(gòu)的破壞機制等。研究結(jié)果表明，中日鋼結(jié)構(gòu)規(guī)范在指導鋼結(jié)構(gòu)設計方面，存在一定的差異，針對不同的結(jié)構(gòu)性能指標，具有各自的側(cè)重點。
［關(guān)鍵詞］中日規(guī)范； 鋼結(jié)構(gòu)； 設計流程； 破壞機制； 地震反應分析
中圖分類號：TU398-9文獻標識碼：A文章編號：1002-848X(2019)01-0001-09
Comparison of steel frame structural design examples under Chinese and Japanese standards
Wang Lijun1, Lu Lijie2, Yu Haiqun3, Tan Jinpeng1, Zhao Liang3, Feng Demin4, Liu Longjun5
(1 Huachengboyuan Engineering Technology Group, Beijing 100052, China;
2 Beijing Huaxin Current Structure Design Co., Ltd., Beijing 100036, China;
3 Capital Engineering & Research Incorporation Ltd., Beijing 100176, China;
4 Technology Department Division of Fujita，Atsugi 243-0125, Japan;
5 Tokyo Institute of Architecture, Tokyo 197-0804, Japan）
Abstract:In order to analyze the differences between Chinese and Japanese structural design standards in steel structural design, a 6-story steel structure commercial building was taken as an example. Chinese and Japanese steel structure design standards were used to design the steel structure respectively. The design processes of the steel structure under two standards were compared, as well as the seismic actions and overall performance indices of the structure, the performance indices of the components, the connection performance of the nodes and the failure mechanisms of the structure under the rare earthquake. The research results show that there are certain differences in the design of steel structure under Chinese and Japanese steel structure standards, and they have their own emphases on different structural performance indicators.
Keywords:Chinese and Japanese standards; steel structure; design flow; failure mechanism; seismic response analysis
作者簡介：王立軍，博士，教授級高級工程師，Email: 15810384069@163.com。
