RESEARCH ON BASIC PROBLEMS AND ENGINEERING PRACTICES ABOUT DESIGN OF CONCRETE STRUCTURES WITH LARGE LONGITUDINAL LENGTH

Meng Shao-ping; Han Chong-qing; Wu Jing

doi:10.13204/j.gyjz200605001

Volume 36 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(5): 1-4,8

Chen Zongping, Xu Jinjun, Huang Kaiwang, Su Yisheng. TEST STUDY ON BOND PROPERTIES BETWEEN HIGH STRENGTH STEEL BAR AND RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 16-20. doi: 10.13204/j.gyjz201311004

Citation:

Meng Shao-ping, Han Chong-qing, Wu Jing. RESEARCH ON BASIC PROBLEMS AND ENGINEERING PRACTICES ABOUT DESIGN OF CONCRETE STRUCTURES WITH LARGE LONGITUDINAL LENGTH[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 1-4,8. doi: 10.13204/j.gyjz200605001

Citation:

PDF( 0 KB)

RESEARCH ON BASIC PROBLEMS AND ENGINEERING PRACTICES ABOUT DESIGN OF CONCRETE STRUCTURES WITH LARGE LONGITUDINAL LENGTH

doi: 10.13204/j.gyjz200605001

1.
The Key Lab on RC/PC Structures of Ministry of Education,Southeast University Nanjing 210096

Received Date: 2006-02-10
Publish Date: 2006-05-20

Abstract

Abstract

After two decades' research and engineering practices on concrete structures with large longitudinal length by Prestressed Engineering Institute of Southeast University,some key technical problems concerned by engineers are explained,and corresponding suggestions are given,which can be referred for design.
- concrete structure,
- crack control,
- shrinkage,
- temperature stress,
- prestress

FullText(HTML)

References(7)

References

ACI Committee 224 Control of Cracking in Concrete Structures

孟少平, 杨宗放, 吕志涛, 等. 关于大面积有粘结预应力混凝土结构与施工中的若干问题. 建筑技术, 1998, 29(12): 818-820

韩重庆, 孟少平. 大面积混凝土梁板结构温度应力问题的探讨. 建筑技术, 2000,31(12): 830-833

游宝坤, 李乃珍. 膨胀剂及其补偿收缩混凝土. 北京: 中国建材工业出版社, 2005

ACl Conunrttee 223 Standard Prackicz for the Cse of 5hrinkp-Comperrsating Cony ete

李富民.孟少平.钢筋混凝上框架结构收缩缝间距计算.中国征业人学学报.2005, 34(3): 274-277

李富民.孟少平.超长RC框架梁板结构温度及收缩钢筋计算.工业建筑.2005,35(7):34-38

Relative Articles

[1]	ZHU Xiaojun, HE Zhenyu. Experimental Study on the Mechanical Characteristics of Piled Rafts Under Vertical-Horizontal Combined Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 179-186. doi: 10.13204/j.gyjzG21012103
[2]	CHANG Hong, LIU Jinnan, MENG Qingyu. EXPERIMENTAL STUDY ON THERMO-MECHANICAL PROPERTIES OF ENERGY PILES UNDER ACTION OF CYCLIC TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 125-130. doi: 10.13204/j.gyjzG20041107
[4]	Pan Li. SOME PROBLEMS FOR CRACK CHECKING IN DESIGN OF REINFORCED CONCRETE RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 116-120. doi: 10.13204/j.gyjz201508021
[5]	Xu Jun, Jiang Xiping, Meng Lingfei, Lu Changlong. TEMPERATURE-CONTROLLING MEASURES FOR RAFT FOUNDATION OF YANGZHOU COMMERCIAL PLAZA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 92-95. doi: 10.13204/j.gyjz201311021
[6]	Wang Chao, Luo Xiaoyong. FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 142-146. doi: 10.13204/j.gyjz201303030
[7]	Zhang Yin, Lu Junlong, Huang Wei, Zhang Weifeng, Tian Jie. ANALYSIS OF OPTIMUM DESIGN OF PILE-RAFT FOUNDATION OF ECOLOGICAL COMPOSITE WALL STRUCTRUE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 37-40,11. doi: 10.13204/j.gyjz201208008
[8]	Shui Weihou, Liang Yonghui, Zhan Jinlin. FULL-SCALE LARGE FIELD TESTS OF PILE-RAFT IN SOFT SOIL AREA[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 88-92. doi: 10.13204/j.gyjz200904020
[9]	Lian Yeda, Zhang Xun’an, Qin Xiangjun, Wang Zhaoxia. EFFECT OF ADDITIVE COLUMN IN NEW BUILDING STRUCTURE SUBJECTED TO PULSATING WIND LOADS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 39-41,45. doi: 10.13204/j.gyjz200808011
[10]	Jiang Xiping, Wang Sheliang, Sun Ye, Duan Shuxin. RESEARCH ON RAFT FOUNDATION. S THERMAL FIELD AND THERMAL CONTROL MEASURES BASED ON FINITE DIFFERENCE METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 63-67. doi: 10.13204/j.gyjz200804017
[11]	Chen Yunmin, Chen Renpeng, Huang Haidan. DEFINITION OF RELATIVE RIGIDITY AND PROPER RAFT THICKNESS OF PILE-RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 1-4,23. doi: 10.13204/j.gyjz200505001
[12]	Wang Yingge. FIELD TEST AND NUMERICAL ANALYSIS OF INTERACTION OF PILE- RAFT FOUNDATION ULTRA - HIGH TUBE-IN-TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 10-15. doi: 10.13204/j.gyjz200505003
[13]	Zai Jinmin, Wang Xudong, Yu Chuang. RESEARCH ON THE SOIL ADDITIONAL STRESS AND SIMPLIFIED SETTLEMENT CALCULATION OF COMPOSITE PILE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 24-27. doi: 10.13204/j.gyjz200505006
[14]	Guo Honglei, Ding Dajun, Li Chengjiang. STUDY ON DETERMINATION OF RAFT THICKNESS OF PILE-RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 28-32. doi: 10.13204/j.gyjz200505007
[15]	Qi Liangfeng, Zhang Baoying, Jian Hao. IN-SITU MEASUREMENT AND ANALYSIS OF RAFT'S INTERNAL FORCES OF HIGH-RISE BUILDING WITH PILE-RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 45-49. doi: 10.13204/j.gyjz200401013
[16]	Chen Mingzhong, Zhou Chenghui. ANALYSIS OF OPTIMUM DESIGN FOR PILED RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 36-39. doi: 10.13204/j.gyjz200407010