[1]黄振国.变截面及等截面框架通用程序[J].郑州大学学报(工学版),1982,3(02):42-63.
　Huang Zhenguo.General program for variable and equal section frames[J].Journal of Zhengzhou University (Engineering Science),1982,3(02):42-63.
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变截面及等截面框架通用程序()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
3
期数:
1982年02期
页码:
42-63
栏目:
出版日期:
1982-11-01

文章信息/Info

Title:
General program for variable and equal section frames
作者:
黄振国
郑州工学院土建系
Author(s):
Huang Zhenguo
Department of Civil Engineering, Zhengzhou Institute of Technology
文献标志码:
A
摘要:
本文导出了楔形变截面杆的刚度矩阵。并根据有限元位移法原理,采用扩展BASIC语言编制了可计算带有楔形变截面杆的钢筋混凝土框架计算程序。该程序可计算具有任何几何形式和支承方式的框架。在计算机上输出;①各结点线位移及转角,②各杆端内力(N、Q、M),③梁、柱截面配筋。该程序已用于实际工程设计中。
Abstract:
In this paper, the stiffness matrix of wedge bar with variable section is derived.Based on the principle of finite element displacement method, a program for calculating the reinforced concrete frame with wedge shaped variable section bar is developed by using extended BASIC language.The program can calculate frames with any geometry and support.Output on a computer;① The displacement and Angle of each node line,② the internal force of each rod end (N, Q, M),③ the beam and column section reinforcement.The program has been used in practical engineering design.
更新日期/Last Update: 2023-07-31