钢筋混凝土框架-剪力墙结构在强震作用下的非线性分析——Ⅱ、程序及算例  

NONLINEAR ANALYSIS OF SEISMIC RESPONSE OF REINFORCED CONCRETE FRAME WALL STRUCTURES UNDER STRONG EARTHQUAKE MOTIONS ——Ⅱ. PROGRAM AND NUMERICAL EXAMPLES

作　　者：王建平[1] 邹银生[1] 何放龙[1] 

机构地区：[1]湖南大学

出　　处：《工程力学》1993年第2期40-47,共8页Engineering Mechanics

摘　　要：运用文献[1]所介绍的分析原理与方法,编制了强震作用下钢筋混凝土框架-剪力墙结构非线性地震反应时程分析的程序。本文介绍该程序的功能、框图,以及利用该程序计算所得到的几栋钢筋混凝土结构的非线性地震反应分析结果。算例表明,本程序计算结果可靠,能很好地用于解释震害和预测地震时结构可能发生的破坏。Based on the analytical principles and methods developed in reference[1], a computer program which can be applied to analyse the nonlinear historical response of reinforced concrete frame-wall structures under the action of strong earthquake motions is worked out. The function and flow chart of the program are presented. The numerical solutions provided by the program show that the presented program is reliable and it can be used to explain the earthquake damages and predict earthquake responses of reinforced concrete frame- wall structures.

关 键 词：钢筋混凝土 框架 剪力墙 

分 类 号：TU973[建筑科学—结构工程]