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《Shanxi Architecture》 2006-01
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Anti-crack calculation model of forward section of active powder concrete rectangle beam

WAN Jian-ming  
It researches anti-crack calculation model of forward section of active powder concrete rectangle beam combined with experimental data and finite element analysis,which is based on experimental research,and puts forward relative calculation formula to benefit design calculation of engineering.
【CateGory Index】: TU375.1
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LI Lei~1,WANG Guang-wei~2 (1.East China University of Science and Technology,Shanghai200237,China;2.Sip Administrative Center Project Preparation Construction Office,Suzhou 215000,China);Analysis of shrinkage stress and recommendations on minimum reinforcements in fully restrained concrete slabs[J];Building Science Research of Sichuan;2004-04
2 ZENG Chui-jun~(1,2),WU Fang-bo~2,ZHU Ming-qiao~1(1.School of Civil Eng.,Hunan Univ.of Science and Technology,Xiangtan 411201,China;2.College of Civil Engineering,Hunan University,Changsha 410082,China);Calculation of normal section crack resistance of prestressed concrete composite beams with U-shaped precast beam[J];Building Science Research of Sichuan;2005-05
3 Zhang Yanxia (Dept. of Civil Engineering, Beijing 100044);Quantity Comparison of Reinforcing Bar Upon New-Old Code[J];Journal of Beijing Institute of Civil Engineering and Architecture;2002-04
4 TIAN Zhi-chang(Center of Science and Technology,Inner Mongloia University of Science and Technology,Baotou 014010,China);Practical beam and wall elements for nonlinear analysis of structures[J];Journal of Baotou University of Iron and Steel Technology;2006-02
5 LI Zhi-qiang (Resources Land LTD, Changsha, Hunan, 410008, China);Some problems to double reinforced rectangle section beam[J];Journal of Hunan University of Arts and Science(Natural Science Edition);2010-01
6 WANG Wen-long(Shanxi Water Resources Technical College,Yuncheng Shanxi 044004 China);Reform of Teaching "Building Structure" in Higher Vocational Colleges[J];Journal of Changjiang Engineering Vocational College;2006-01
7 Miao Yuning,Zhou Zhiyan;Discussion on Calculation Model for Crack Width of Steel Reinforced Concrete Structure in Water Supply and Drainage Engineering[J];Urban Roads Bridges & Flood Control;2009-04
8 Yu Tianlai, Cong Xinjian(Northeast Forestry University, Harbin 150040, P. R. China);Computer Simulation Analysis on the Elasto-plastic of Reinforced Concrete Beam[J];Journal of Northeast Forestry University;2004-04
9 Jiang Fengchang1,2 Zhu Cimian1 Xue Jiansheng2 Fu Jian2(1 College of Civil Engineering,Tongji University,Shanghai 200092,China)(2 Postdoctoral Research Station,Jiangsu No.1 Construction and Installation Co.,Ltd.,Taizhou 225300,China);Experiments and application of buckling nominal constitutive relations of corroded reinforcements[J];Journal of Southeast University(Natural Science Edition);2010-04
10 ZHANG Xue-bing~1,DENG Shou-chang~1,YANG Yong-you~2,DENG Xu-hua~1 (1.Department of Architecture & Engineering,Xiangtan University,Xiangtan 411105,China; 2.College of Civil Engineering & Architecture,Beijing Jiaotong University,Beijing 100044, China);STUDY OF THE UNIFORM FORMULAS FOR CALCULATING BEARING CAPACITY OF ECCENTRICALLY COMPRESSED REINFORCED CONCRETE[J];Low Temperature Architecture Technology;2004-01
China Proceedings of conference Full-text Database 2 Hits
1 Long Bangyun,Yuan Guanglin,Zhang Zongying (School of Architecture & Civil Engineering,China University of Mning & Technology,Xuzhou 221008,China);Analysis of flexural strength of rc beam strengthened with prestressed cfp considering the secondary load[A];[C];2008
2 Li Yong-mei~(1,2) Gao Xiang-yu~1 Han Yue~1 (1.College of Civil Engineering and Architecture,Beijing University of Technology,Beijing 100124,China; 2.Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology,Beijing 100124,China);Auxiliary Teaching on Specialty Fundamental Courses of Civil Engineering Based on ANSY S[A];[C];2010
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