首页> 外文会议>International Colloquium on Stability and Ductility of Steel Structures; 20020926-28; Budapest(HU) >DEVELOPMENTS IN STRUCTURAL DESIGN OF BEAM- COLUMNS: A REVIEW FROM CAD POINT OF VIEW
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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观点的回顾

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摘要

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:由梁柱构件组成的结构的计算机辅助设计由三个主要组件支持,例如结构设计(3D细部),有限元分析(FEA)和结构设计。本文回顾了梁柱结构在有限元分析的组成和结构设计方面的发展。传统的设计方法遵循简单的整体建模,有限元分析,截面设计,构件设计和联合设计的顺序。对设计规范公式的直接解释可能会导致“手工”程序成为高级CAD应用程序开发的障碍-成员设计阶段包括一个断点,因为全局分析未提供有关构件约束所需的直接和准确信息。设计相互作用方程。本文证明了可以忽略基于成员隔离的传统成员设计方法:该过程可以分为两个阶段。第一阶段可以实施到3D全局弹性分析中,第二阶段可以实施到横截面设计中。拟议的公式变成了一个复杂的自动计算机程序,该程序保留了设计以及结构欧洲规范的安全性。

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