Cheng Donghui, Zheng Wenzhong. METHOD OF DIRECT COMPUTING OF STATICALLY INDETERMINATE STRUCTURE BY COMPREHENSIVE PRESTRESSING DEGREE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 119-121. doi: 10.13204/j.gyjz200805029
Citation:
Cheng Donghui, Zheng Wenzhong. METHOD OF DIRECT COMPUTING OF STATICALLY INDETERMINATE STRUCTURE BY COMPREHENSIVE PRESTRESSING DEGREE[J]. INDUSTRIAL CONSTRUCTION , 2008, 38(5): 119-121. doi: 10.13204/j.gyjz200805029
Cheng Donghui, Zheng Wenzhong. METHOD OF DIRECT COMPUTING OF STATICALLY INDETERMINATE STRUCTURE BY COMPREHENSIVE PRESTRESSING DEGREE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 119-121. doi: 10.13204/j.gyjz200805029
Citation:
Cheng Donghui, Zheng Wenzhong. METHOD OF DIRECT COMPUTING OF STATICALLY INDETERMINATE STRUCTURE BY COMPREHENSIVE PRESTRESSING DEGREE[J]. INDUSTRIAL CONSTRUCTION , 2008, 38(5): 119-121. doi: 10.13204/j.gyjz200805029
METHOD OF DIRECT COMPUTING OF STATICALLY INDETERMINATE STRUCTURE BY COMPREHENSIVE PRESTRESSING DEGREE
1.
1. North East Forest University,School of Civil Engineering,Harbin 150040;
2.
2. School of Civil Engineering,Harbin Institute of Technology,Harbin 150090
Received Date: 2007-07-16
Publish Date:
2008-05-20
Abstract
It is presented the concept of comprehensive prestressing degree, and based on this also, presented the principle of direct calculation formula. Which can conquer the difficulty of repeated computation by the traditional prestressing degree, and a quickly computed method is provided.
References
[2] 房贞政. 无粘结预应力连续梁的实验研究. 建筑结构, 2005, 35(1)
李国平. 预应力混凝土结构设计原理. 北京: 中国建筑工业出版社, 2003: 56-78
[3] 吕志涛, 孟少平. 现代预应力设计. 北京: 中国建筑工业出版社,1998: 90-99
[4] 陶学康. 后张预应力混凝土设计施工手册. 北京: 中国建筑工业出版社, 1996: 115-126
[5] 陈惠玲. 高效预应力结构设计施工实例. 北京: 中国建筑工业出版社, 1998: 92-103
[6] 陆惠民, 吕志涛.PPC 超静定结构弯矩调幅限值及方法的研究. 东南大学学报, 1999(2) : 56-61
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