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《Building Structure》 2004-06
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Influence of Beam-slab Floor Settled Post-poured Strip Schemes on the Capacity of Resistant Crack

Quan Xueyou Sun Huilang  
When floor beam-slab,in which span post-poured strip settled,is taken as eccentrically stretched element,and when span variation Δ is prescribed,formula for evaluating restraining tensile force is established.The formula tells that,when other things unchanged,such factors as area of continuous bars,width of post-poured strip,as well as center height of total continuous bars,have great influence on the restraining tensile force.The greater is the continuous bar area,the greater is the restraining tensile force.The wider is the post-poured strip,the smaller is the force.And the further is the distance of center of total continuous bars from the center of the beam section,the smaller is the force.
【CateGory Index】: TU375
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【References】
Chinese Journal Full-text Database 3 Hits
1 Song Han Dong(Fujian Academic of Building Research 350025);Research of cracks control in the super-length basement concrete structure[J];Fujian Architecture & Construction;2008-09
2 Li Yanying(Engineering College of Shanxi University Taiyuan 030013) Wu Jing Zhang Yuming (The Key Lab on RC/PC Structures of Ministry of Education,Southeast University Nanjing 210096);DISCUSSION ON PLACEMENT AND CLOSURE TIME OF POST-POURED STRIPS OF CONCRETE FLOOR STRUCTURES[J];Industrial Construction;2006-05
3 HE Tao;Analysis on concrete split control in basement[J];Shanxi Architecture;2005-06
【Co-references】
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 WANG Zhen 1, YUAN Chao\|qing 1, YANG Xiao\|dong 2, ZHOU Guo\|jun 3 ( 1. Dept of Civil Engineering, Daqing Petroleum Institute, Anda, Heilongjiang 151400, China; 2. Heilongjiang Petrochemical Plant, Daqing 163713, China; 3. Qinhuangdao Division, Daqin;Resisting temperature crack design on part setting slide layer[J];JOURNAL OF DAQING PETROLEUM INSTITUTE;2000-01
3 HAN Chong-qing1, FENG Jian2, LU&& Zhi-tao2 (1. Institute of Architectural Design and Research Southeast University, Nanjing, 210096; 2. College of Civil Engineering Southeast University,Nanjing, 210096);METHOD OF CREEP STRESS REDUCTION COEFFICIENT FOR THERMAL STRESS ANALYSIS OF LARGE-AREA CONCRETE BEAM-SLAB STRUCTURES[J];Engineering Mechanics;2003-01
4 GAN Gang~1, LI Zhi-lei~2, TANG Jin-chun~2 (1.Architectural Design and Research Institute, Zhejiang University, Hangzhou 310027, China;2.Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China);Nonlinear research on temperature stress of over-long frame structure[J];Journal of Engineering Design;2004-01
5 Jin Jianmin(Gansu Architectural Design & Research Institute Lanzhou 730030);DESIGN SUGGESTION ABOUT CRACK PRECAUTION AND REDUCTION CAUSED BY TEMPERATURE AND SHRINKAGE JOINTLY IN OVER-LONG CONCRETE STRUCTURE[J];Industrial Construction;2002-06
6 Li Zhilei Gan Gang Tang Jinchun(College of Architecture and Civil Engineering, Zhejiang University Hangzhou 310027);NUMERICAL SIMULATION OF CRACKING OF OVERLONG FRAME STRUCTURE AT DETEMPERATURE EFFECT[J];Industrial Construction;2004-10
7 Li Fumin(College of Architecture and Civil Engineering,China University of Mining and Technology Xuzhou 221008) Meng Shaoping(College of Civil Engineering,Southeast University Nanjing 210096);CALCULATING OF TEMPERATURE AND SHRINKAGE REINFORCEMENTS OF OVERLONG REINFORCED CONCRETE BEAM-SLAB STRUCTURES[J];Industrial Construction;2005-07
8 Meng Shaoping Han Chongqing Wu Jing(The Key Lab on RC/PC Structures of Ministry of Education,Southeast University Nanjing 210096);RESEARCH ON BASIC PROBLEMS AND ENGINEERING PRACTICES ABOUT DESIGN OF CONCRETE STRUCTURES WITH LARGE LONGITUDINAL LENGTH[J];Industrial Construction;2006-05
9 Zhang Yuming Meng Shaoping Gao Haining(The Key Lab on RC/PC Structures of Ministry of Education,Southeast University Nanjing 210096) Lu Jiaping(Changzhou Institute of Technology Changzhou 213002);STUDY ON REASONABLE REINFORCEMENT IN LARGE AREA PRESTRESSED CONCRETE FRAME STRUCTURES[J];Industrial Construction;2006-05
10 Wu Jing(The Key Lab on RC/PC Structures of Ministry of Education,Southeast University Nanjing 210096)Lu Jiaping(Changzhou Institute of Technology Changzhou 213002) Li Jin(Nanjing Bureau of Housing Management Nanjing 210010);RESEARCH ON TEMPERATURE STRESS OF CONCRETE FRAME STRUCTURES WITH LARGE LONGITUDINAL LENGTH[J];Industrial Construction;2006-05
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 PAN Li (Institute of Building Structures,China Academy of Building Research,Beijing 100013,China);Research on the Minimum and Invalidated Ratio of Reinforcing Steel Bars Across the Post-Casting Band in Concrete Structures[J];Building Science;2009-11
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