首页 | 本学科首页   官方微博 | 高级检索  
     

预应力混凝土异形柱框架结构的性能及设计
引用本文:曹云中,章成浦.预应力混凝土异形柱框架结构的性能及设计[J].建筑技术开发,2004(5).
作者姓名:曹云中  章成浦
作者单位:浙江大学建筑工程学院,浙江暨阳建设集团有限公司 杭州310027
摘    要:预应力混凝土异形柱框架结构体系可以改善居住空间的质量 ,节约人类资源。本文在现有大量异形柱的研究成果与有关钢筋混凝土非线性力学等基本理论的基础上 ,针对该框架特点 ,对框架作适当的单元划分 ,提出了简化计算模型。通过大量的计算分析 ,对预应力混凝土异形柱框架结构的性能进行了探讨 ,并由此提出了相应的设计方法

关 键 词:预应力棍凝土  异形柱框架  设计方法

STUDY ON STRUCTURAL BEHAVIOR AND DESIGN OF PRESTRESSED CONCRETE FRAME WITH SPECIAL-SECTION COLUMN
Cao Yun zhong,Zhang Cheng pu.STUDY ON STRUCTURAL BEHAVIOR AND DESIGN OF PRESTRESSED CONCRETE FRAME WITH SPECIAL-SECTION COLUMN[J].Building Technique Development,2004(5).
Authors:Cao Yun zhong  Zhang Cheng pu
Affiliation:Cao Yun zhong Zhang Cheng pu
Abstract:The structure of prestressed concrete frame with special\|section column can improve the dwelling environment and save human resources.In this paper,according to the feature of the frame,a simple model for calculating was proposed by dividing the frame properly to elements,based on a great deal of study result on special\|section column and fundamental theory such as nonlinear mechanics for reinforced\|concrete.After studying the structural behavior of prestressed concrete frame with special\|section column by great deal of calculation,presented some corresponding design methods about this structure.
Keywords:Prestressed concrete  Frame with special section column  Design methods
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号