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《Sichuan Building Science》 2013-04
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Study of cross-section symmetrical reinforcement design reinforced with HRB500 high-strength steel bars under eccentric compression

ZENG Liang1,HUA Jianmin1,LAN Dingjun1,YUAN Yuan2(1.Collage of Civil Engineering,Chongqing University,Chongqing 400045,China;2.China Construction Third Engineering Bureau Co.,Chengdu 610041,China)  
Through the study of eccentric compression cross-section symmetrical reinforcement design reinforced with HRB500 highstrength steel bars,which adds into the new Code for the Design of Concrete Structures GB50010—2010 recently,it gets the criterion for large and small eccentricity of eccentric compression member,and the corresponding cross-section reinforcement calculation method.Furthermore,it discusses the Nu-Mu interaction curve of HRB500 high-strength steel bars.The conclusion will provide specific criterion and calculation method for eccentric compression cross-section symmetrical reinforcement design reinforced with high-strength steel bars.
【CateGory Index】: TU375
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 Wang Quanfeng Shen Zhangchun Huang Yihui Yang Yongxin(Huaqiao University,Quanzhou 362021,China);EXPERIMENTAL STUDY OF HRB500 REINFORCEMENT CONCRETE COLUMNS UNDER MONOTONOUS ECCENTRIC COMPRESSION[J];Industrial Construction;2009-07
China Proceedings of conference Full-text Database 1 Hits
1 Ji Jinwen, Wang Kehai, Ye Yinghua, Feng Lixin ( Department of Civil Engineering. Beijing University of Aeronautics and Astronautics, Beijing 100083. China: Research Institute of Highway the Ministry of Communications. Beijing 100088. China);Discussion about "The Interaction Curve and Interaction Surface between The Axial Force of Eccentrically Pressed Member and Bending Force Moment"[A];[C];2005
【Co-citations】
Chinese Journal Full-text Database 4 Hits
1 LIU Xiaohong 1,LI Hongfang 1,LEI Guangyu 2 (1.Luoyang Institute of Science and Technology,Luoyang 471023,China; 2.Changsha University of Science and Technology,Changsha 410076,China);Application of M-N correlation curves to the calculation of a section of lightweight aggregate concrete circular section members under eccentric loads[J];Sichuan Building Science;2009-06
2 Yao Shan1,3 Kong Cuiwei2,3 Zhang Jiwen3(1.Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education,Southeast University, Nanjing 210096,China;2.Nantong Institute of Planning and Design Co.Ltd,Nantong 226000,China; 3.Lanzhou Air Force Prospect and Design Institute,Lanzhou 730020,China);EXPERIMENTAL STUDY ON HRBF500 AND FIBER REINFORCED CEMENTITIOUS COMPOSITES HOLLOW COLUMNS UNDER ECCENTRIC LOADING[J];Industrial Construction;2012-11
3 Zhang Jizhao;Fang Tingchen;Wang Wei;College of Civil Engineering and Construction,Anhui University of Science and Technology;Engineering General Institute of Shanghai Construction Group;Shanghai Harbour City Development Co. Ltd;;BUCKLING CRITICAL LOAD CALCULATION FOR SIMPLY-SUPPORT CONCRETE COLUMN STRENGTHENED WITH ANGLE STEEL[J];Industrial Construction;2013-10
4 ZHOU Jianming,WANG Tiao,CHEN Fei,ZHAO Yong(Department of Building Engineering,Tongji University,Shanghai 200092,China);Research on Crack-width of Concrete Beam Reinforced with High-strength Bars[J];Journal of Tongji University(Natural Science);2011-10
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Mao DalingLiu Lixin(College of Civil Engineering,Zhengzhou UniversityZhengzhou450002 )Fan Li(Pingdingshan College of TechnologyPingdingshan467001);EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB500 STEEL BARS IN CONCRETE[J];Industrial Construction;2004-12
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