NONLINEAR ANALYSIS OF SPATIAL PANEL STRUCTURES FOR TALL BUILDINGS.

被引：0
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作者：
Obst, E.
Schaefer, H.G.
机构：
来源：
Bulletin of the International Association for Shell and Spatial Structures | 1975年 / 16卷 / 59期
关键词：
BUILDINGS - Walls - MATHEMATICAL PROGRAMMING; NONLINEAR;
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摘要：
The paper describes a method for analyzing spatial shear-wall systems taking into account realistic behavior of reinforced concrete members. Conventional computer programs can be continued to be used merely by adding a few subroutines. In the present stage second order effects are neglected. A numerical example demonstrates the influence of the nonlinear behavior. The deviations due to the nonlinear behavior can be noteworthy, so that a more realistic analysis is necessary due to safety and economic considerations.
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页码：15 / 22
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