STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD

Zhang Wenxue; Ma Junhai; Chen Wei

doi:10.13204/j.gyjz200706013

Volume 37 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(6): 51-53

Zhang Wenxue, Ma Junhai, Chen Wei. STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 51-53. doi: 10.13204/j.gyjz200706013

Citation:

Zhang Wenxue, Ma Junhai, Chen Wei. STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 51-53. doi: 10.13204/j.gyjz200706013

Zhang Wenxue, Ma Junhai, Chen Wei. STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 51-53. doi: 10.13204/j.gyjz200706013

Citation:

Zhang Wenxue, Ma Junhai, Chen Wei. STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 51-53. doi: 10.13204/j.gyjz200706013

PDF( 0 KB)

STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD

doi: 10.13204/j.gyjz200706013

1.
1 Department of Bridge Engineering,Tongji University Shanghai 200092;
2.
2 School of Civil Engineering,Shijiazhuang Railway Institute Shijiazhuang 050043

Received Date: 2005-11-03
Publish Date: 2007-06-20

Abstract

Abstract

For there is no perfect design theory for concrete structure disturbed field to apply,a lot of concrete disturbed field crack accidents were produced.So STM (strut-and-tie method) is proposed to be used for the design of concrete disturbed field.The selecting principle of STM is proposed.A deep beam was designed based on STM and designing steps were summarized.It can be referenced for similar projects.
- strut-and-tie model,
- disturbed field,
- bernoulli field,
- node,
- minimum strain energy

FullText(HTML)

References(8)

References

[2] 叶林,黄侨,王复溪.预应力箱梁锚下混凝土局压抗裂性能试验研究.哈尔滨建筑工程学院学报,1994,2(4):49-54

中交公路规划设计院.公路钢筋混凝土及预应力混凝土桥涵设计规范.北京:人民交通出版社,2004:24-32

[3] Schlaich J,Schafer K,Jennewein M.Toward a Consistent Design of Structural Concrete.PCI Journal,1987,32(3):74-150

[4] Kurt Schafer.Strut-and-tie Models for the Design of Structural Concrete.University of Stuttgart,1996:1-7

[5] Mohamed A Ali.Automatic Generation of Truss Models for the Optimal Design of Reinforced Concrete Structures.The Graduate School of Cornell University.1997(8):1-3

[6] Marco Rigotti.Diagonal Cracking in Reinforced Concrete Deep Beams-An Experimental Investigation.The Department of Building,Civil and Enviromental Engineering of Concordia University.2002:2-9

[7] ASCE-ACI Committee 445 on Shear and Torsion,Recent Approaches to Shear Design of Structural Concrete,Journal of Structural Engineering,ASCE,1998,124(12):1 375-1 417

[8] AASHTO.AASHTO LRFD Bridge Design Specifications SI Units Fisrt Edition.The American Association of State Highway and Transportation Officials,Washington,D.C.,2004:270-280

Relative Articles

[1]	CAI, Xiaoning, MENG, Shaoping. RESEARCH ON FORM AND DESIGN METHOD OF THE PRESTRESSED SELF-CENTERING CONCRETE FRAME JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 7-11,6. doi: 10.13204/j.gyjz202001002
[2]	Xu Bin, Yao Yong, Deng Yongjun, Chen Daiguo, Wang Haijun, Yang Yalong. EXPERIMENTS AND INFLUENCE PARAMETERS ANALYSIS OF NEW TYPE OF THIN-WALLED SQUARE STEEL TUBE BEAM-COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 113-119. doi: 10.13204/j.gyjz201303024
[3]	Chen Anying, Guo Zhengxing. WHOLE FRAME EXPERIMENTAL STUDY ON JOINT STIFFNESS OF STEEL TUBULAR SCAFFOLD WITH COUPLERS BASED ON DISPLACEMENT BACK ANALYSIS THEORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 97-102. doi: 10.13204/j.gyjz201303021
[4]	Rong Xian, Li Pengfei. STUDY ON SEISMIC PERFORMANCE OF THE JOINT OF PRESTRESSED CONCRETE PIPE PILES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 94-97. doi: 10.13204/j.gyjz201308020
[5]	Feng Peng, Tian Ye, Qin Zhaoping. STATIC AND DYNAMIC BEHAVIOR OF A TRUSS BRIDGE MADE OF FRP PULTRUDED PROFILES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 36-41. doi: 10.13204/j.gyjz201306009
[6]	Su Yisheng, Ke Xiaojun, Chen Zongping. RESEARCH ON THE ANTI-CRACK BEARING CAPACITY OF STEEL REINFORCED HIGH-STRENGTH CONCRETE SHORT-LEG SHEAR WALL JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 32-35,40. doi: 10.13204/j.gyjz201211007
[7]	Zhao Yana, Yu Zhixiang, Zhao Shichun. STUDY ON MECHANICAL PROPERTIES OF LARGE STEEL UNDERPINNING TRUSS-STCC JOINT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 90-94. doi: 10.13204/j.gyjz201110022
[8]	Wang Hailiang, Yang Xinlei, Ren Quanchang, Dong Peng. EXPERIMENTAL STUDIES OF CFT COLUMN TO H-BEAM CONNECTIONS UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 114-119. doi: 10.13204/j.gyjz201107025
[9]	Yao Guohuang, Chen Yiyan, Huang Yongjun, Pan Donghui, Zheng Xiaoying, Xu Wenjie. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 97-101,69. doi: 10.13204/j.gyjz201102023
[10]	Yao Guohuang, Huang Yongjun, Zheng Xiaoying, Xu Wenjie, Pan Donghui, Sun Suwen. EXPERIMENTAL STUDY ON BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 100-104. doi: 10.13204/j.gyjz201007025
[11]	Wang Tiecheng, Zhang Xuehui, Zhao Hailong, Qi Jianwei. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF EXTERIOR JOINTS WITH SPECIALLY SHAPED COLUMNS REINFORCED BY FIBER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 46-50,72. doi: 10.13204/j.gyjz201001013
[12]	Hu Changming, Che Jialing, Zhang Huazhen, Dong Pan. INFLUENCE OF SEMI-RIGID JOINT ON STABILITY CAPACITY OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 20-23. doi: 10.13204/j.gyjz201002005
[13]	Wang Zhijun, Bai Jie, Bai Shaoliang. LOAD TRANSFER MODEL AND DESIGN METHOD OF ECCENTRIC IN-PLANE BEAM-THIN WALL JOINT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 60-65. doi: 10.13204/j.gyjz201003015
[14]	Wen Yuping, Wang Qingxiang. EXPERIMENT RESEARCH ON ASEISMATIC BEHAVIOR OF JOINTS OF HEAVY-LOAD STEEL TUBE COLUMNS FILLED WITH STEEL-REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 20-22,8. doi: 10.13204/j.gyjz200803006
[15]	Wang Weiyong, Dong Yuli, Jiang Baofeng, Chen Jianqiang. INFLUENCE OF STIFFENER AND END-PLATE-DEPTH ON FIRE RESISTANCE OF BEAM-TO-COLUMN SINGLE-SIDED JOINT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 99-102. doi: 10.13204/j.gyjz200802026
[16]	Fan Xiaoyan, Wang Henghua, Zhang Chongyang, Jiang Shilin, Gao Feng, Yuan Haitao. SHEAR BEARING CAPACITY CALCULATION METHOD RESEARCH ON CONCRETE-FILLED STELL TUBE BEAM-COLUMN JOINTS OF TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 76-79,82. doi: 10.13204/j.gyjz200612021
[17]	Wang Hao, Yu Yin-quan, Jiang Hang-jun, Shen Lin, Hu Tian-bing, Qu Zhe. AN APPROACH TO STRENGTHENING DESIGN OF NEWLY ADDED STEEL GIRDER-CONCRETE COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 101-103. doi: 10.13204/j.gyjz200610028
[18]	Han Xiaolei, He Ruibo, Ji Jing. EXPERIMENTAL RESEARCH ON CFST CONNECTIONS WITH RING PLATE AND STEEL CORBELS THROUGH THE CORE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 21-23,30. doi: 10.13204/j.gyjz200511006
[19]	Guo Jinshi, Yin Xinsheng. STUDY ON FORCED PERFORMANCE TEST OF EDGE JOINTS FOR REINFORCED CONCRETE FLAT BEAMS WITH EDGE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 76-78. doi: 10.13204/j.gyjz200510023
[20]	Wu Yue, Xu Chuanxi. CONNECTION DETAILING，　MAST AND ANCHORDESIGN FOR TENSILE MEMBRANE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 87-92. doi: 10.13204/j.gyjz200409026