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DEVELOPMENTS IN STRUCTURAL DESIGN OF BEAM- COLUMNS: A REVIEW FROM CAD POINT OF VIEW

机译:梁柱结构设计的发展:CAD观点综述

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The computer aided design of structures composed of beam-column members is supported by three main components such as the constructional design (3D detailing), the finite element analysis (FEA) and the structural design. The paper reviews the developments in structural design of beam-column structures concerning the components of FEA and the structural design. The traditional design methodology follows the simple sequence of global modelling, finite element analysis, cross-section design, member design and joint design. The direct interpretation of the formulas of design codes may results in a 'hand' procedure being an obstacle developing advanced CAD application - phase of member design includes a break point since the global analysis does not provide direct and exact information about member restraints required for the design interaction equations. The paper proves that the traditional method of member design based on the isolation of members can be neglected: the procedure may be divided into two phases. The first phase is implemented into the 3D global elastic analysis, the second phase can be implemented into the cross-section design. The proposed formula turns into a complex automatic computer procedure that keeps the design as well as the safety philosophy of the Structural Eurocodes.
机译:由光束柱构件组成的结构的计算机辅助设计由三个主要部件(如施工设计)(3D细节),有限元分析(FEA)和结构设计支持。本文综述了关于FEA组件和结构设计的梁柱结构结构设计的发展。传统的设计方法遵循简单的全局建模,有限元分析,横截面设计,成员设计和联合设计的简单顺序。设计代码的公式的直接解释可以导致“手”程序是开发高级CAD应用的障碍物,成员设计的阶段包括一个断点,因为全局分析没有提供关于所需的成员束缚的直接和精确信息设计交互方程。本文证明,基于成员隔离的成员设计的传统方法可以忽略:该程序可以分为两个阶段。第一阶段被实现为3D全局弹性分析,第二阶段可以实现为横截面设计。该拟议的公式变为复杂的自动计算机程序,可保持设计以及结构欧洲峰的安全哲学。

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