| 预应力混凝土T型柱框架结构性能研究 |
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| 引用本文： | 曹云中,潘加富.预应力混凝土T型柱框架结构性能研究[J].工业建筑,2006,36(5):42-45,90. |
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| 作者姓名： | 曹云中 潘加富 |
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| 作者单位： | 1. 浙江大学,建筑工程学院,杭州,310027
2. 浙江大学,建筑设计研究院,杭州,310027 |
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| 摘 要： | 在深入研究预应力混凝土T型柱框架结构非线性有限元分析理论后,得到了描述预应力混凝土T型柱框架结构工作性能的方法,用FORTRAN 90编制相应的计算程序。用该程序进行大量的计算分析,分别在各种不同方式荷载作用下和不同的柱截面、跨度、柱纵筋量、梁预应力筋量等因素的情况下,对预应力混凝土T型柱框架结构体系结构性能进行了探讨研究。可为设计工作提供参考。
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| 关 键 词： | 预应力混凝土 T型柱 结构性能 |
| 收稿时间： | 2005-12-13 |
| 修稿时间： | 2005-12-13 |
STUDY ON THE STRUCTURAL PERFORMANCE OF PRESTRESSED CONCRETE FRAME WITH T-SECTION COLUMN |
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| Cao Yunzhong,Pan Jiafu.STUDY ON THE STRUCTURAL PERFORMANCE OF PRESTRESSED CONCRETE FRAME WITH T-SECTION COLUMN[J].Industrial Construction,2006,36(5):42-45,90. |
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| Authors: | Cao Yunzhong Pan Jiafu |
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| Affiliation: | 1 College of Civil Engineering and Architecture, Zhejiang University Hangzhou 310027; 2 Architectural Design and Research Institute, Zhejiang University Hangzhou 310027 |
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| Abstract: | After nonlinear finite element analysis theory on prestressed concrete frame with T-section column was studied, a method to describe the mechanical feature of a working prestressed concrete frame with T-section column was obtained. And the computer programme was designed with FORTRAN 90. Then the structure feature of prestressed concrete frame with T-section column was analyzed and discussed under various kinds of loadings and with different factors such as column section, span, quantity of steel in column and quantity of prestress steel in beam by plenty of results of calculating with computer. That will do contribution to design. |
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| Keywords: | prestressed concrete T-section column structure feature |
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