结构按极限(归一化)性能计算方法的概念

V.V. Katyushin
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引用次数: 0

摘要

对于个别结构和结构系统,具有明显的非线性特性或当前计算标准无法描述或调节的特性,例如薄壁结构;对于大变形系统;对于渐进崩溃等的计算,建议对描述结构体系处于平稳状态的极限状态法进行补充,在某些情况下,用对其单元和节点在时间上的极限(归一化)行为的限制来补充或取代它,并由变化的外部影响下系统响应的极限允许梯度决定。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
CONCEPTS OF THE CALCULATION METHOD FOR STRUCTURES ACCORDING TO THE LIMIT (NORMALIZED) BEHAVIOR
For individual structures and structural systems that have pronounced non-linear properties or properties that are not described or regulated by the current calculation standards, for example, for thin-walled structures; for systems with large deformations; for calculations for progressive collapse, etc., it is proposed to supplement the method of limit states, which describes structural systems in stationary states, to supplement or, in some cases, replace it with restrictions on its limiting (normalized) behavior of its elements and nodes in time and determined by the limit allowable gradients of system responses from changing external influences.
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