TWO-WAY SLAB STRIP SUPERPOSITION METHOD FOR CALCULATION OF PLATE CENTER DEFLECTION AND RECOMMENDATORY METHOD ON CRACK CHECK IN FLAT PLATE SUPPORTED BY COLUMN

Zheng Wenzhong; Zhang Geming; Wang Ying

doi:10.13204/j.gyjz200611013

Volume 36 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(11): 52-55

Wang Xiaojian, Li Jiujun. THE STAGE OF THE CITY——ANOTHER EXPLANATION OF THE TRANSFORMATION OF OLD INDUSTRIAL WORKSHOPS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 28-30. doi: 10.13204/j.gyjz200808008

Citation:

Zheng Wenzhong, Zhang Geming, Wang Ying. TWO-WAY SLAB STRIP SUPERPOSITION METHOD FOR CALCULATION OF PLATE CENTER DEFLECTION AND RECOMMENDATORY METHOD ON CRACK CHECK IN FLAT PLATE SUPPORTED BY COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 52-55. doi: 10.13204/j.gyjz200611013

Citation:

PDF( 0 KB)

TWO-WAY SLAB STRIP SUPERPOSITION METHOD FOR CALCULATION OF PLATE CENTER DEFLECTION AND RECOMMENDATORY METHOD ON CRACK CHECK IN FLAT PLATE SUPPORTED BY COLUMN

doi: 10.13204/j.gyjz200611013

1.
School of Civil Engineering,Harbin Institute of Technology Harbin 150090

Received Date: 2005-12-04
Publish Date: 2006-11-20

Abstract

Abstract

In view of the outstanding problem that the stiffness formula of the flexural member in the currentCode for Design of Concrete Structures(GB 50010-2002) can only be used for one-way flexural member,the two-way slab strip superposition method for calculating deflection in the panel center of flat plate supported by column(FPSC) is presented.The calculation formulas of ratio M-(max)/ of the maximum moment(M-(max)) to the average moment() at the critical section of support of FPSC is given by finite element analysis and curvefitting.Based on the method and formula,recommendatory method on crack check for FPSC is presented.
- flat plate supported by colum,
- deflection in panel center,
- two-way slab strip superposition method,
- finite element analysis,
- internal force distribution,
- crack check

FullText(HTML)

References(8)

References

GB 50010-2002 混凝土结构设计规范

[2] JGJ 92-2004 无粘结预应力混凝土结构技术规程

[3] 陶学康.无粘结预应力混凝土设计与施工.北京:地震出版社,1993:55-63

[4] 郑文忠.后张预应力混凝土平板-柱结构计算理论及设计方法研究:[博士学位论文].南京:东南大学,1994

[5] 郑文忠,俞伟根,吕志涛.后张预应力平板-柱结构合理计算模式和方法的研究.工程力学,1995,12(3):39-54

[6] 郑文忠,王英.后张预应力混凝土平板-柱结构设计与工程实例.哈尔滨:黑龙江科学技术出版社,1999:4-17

[7] 郑文忠.无粘结预应力混凝土结构裂缝控制及验算建议.哈尔滨建筑大学学报,1996,29(6):21-25

[8] 张格明.柱支承预应力混凝土平板内力分布规律研究及应用:[硕士学位论文].哈尔滨:哈尔滨工业大学,2001

Relative Articles

[5]	Liu Jie, Dai Qiusi, Kong Derong. INDUSTRIAL HERITAGE CONSERVATION IN SHEFFIELD BASED ON CULTURE-LED URBAN REGENERATION IDEOLOGY[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 180-183. doi: 10.13204/j.gyjz201403036
[6]	Fan Jianhong, Ge Runnan. CULTURAL POLICY AND CITY RENEWAL FORM BARCELONA MODEL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 48-51. doi: 10.13204/j.gyjz201308010
[7]	Xue Kai, Hong Zaisheng. STUDY ON CONSTRUCTION OF CAOFEIDIAN DIGITAL CITY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 11-13. doi: 10.13204/j.gyjz201108004
[8]	Gao Caixia, Tian Qi. CULTURE EXPRESSIONS OF COMMERCIAL BUILDINGS IN THE URBAN ENVIRONMENT FOR THE JIAYOU SQUARE IN YINCHUAN[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 56-58,99. doi: 10.13204/j.gyjz201109012
[9]	Zhang Xichen, Hao Jingxin. REVIVAL OF URBAN CULTURE BY THE WAY OF INDUSTRIAL HERITAGE RE-USE IN WUXI[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 31-34,20. doi: 10.13204/j.gyjz201001010
[10]	Niu Jiping. GREEN BUILDINGS AND URBAN ECOLOGICAL ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 127-129. doi: 10.13204/j.gyjz200912031
[11]	Zhu Yumei, Liu Jiaping, Zhu Yan. EXPLORATION OF OPTIMIZATION MEASURES FOR ENERGY SAVING TECHNOLOGY OF URBAN RESIDENTIAL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 1-4,49. doi: 10.13204/j.gyjz200703001
[12]	Yang Xiwen. CONSTRUCT URBAN OPEN SPACES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 39-42.
[13]	Qu Shaojie, Zeng Jinan. ECOLOGICAL TACTICS OF URBAN HOUSING ESTATE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 5-6,12. doi: 10.13204/j.gyjz200402002
[14]	Yan Liang, Li Heping. CONSTRUCTION OF URBAN GREEN SQUARE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 28-30. doi: 10.13204/j.gyjz200404008