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Mathematical Macromodeling of Infilled Frames: State of the Art

机译:填充框架的数学宏建模:最新技术

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摘要

The primary objective of this paper is to present a general review of the different macromodels used for the analysis of infilled frames. A number of distinct approaches in the field of analysis of infilled frames since the mid-1950s have yielded several analytical models. These studies stressed that the numerical simulation of infilled frames is difficult and generally unreliable because of the very large number of parameters to be taken into account and the magnitude of the uncertainties associated with most of them. In this paper, the advantages and disadvantages of each macromodel are pointed out, and practical recommendations for the implementation of the different models are indicated.
机译:本文的主要目的是介绍用于填充框架分析的不同宏模型的一般概述。自1950年代中期以来,在填充框架分析领域有许多不同的方法产生了几种分析模型。这些研究强调,填充框架的数值模拟是困难的,并且通常是不可靠的,因为要考虑的参数数量非常大,而且其中大多数不确定性都很大。本文指出了每种宏模型的优缺点,并指出了实施不同模型的实用建议。

著录项

  • 来源
    《Journal of structural engineering》 |2011年第12期|p.1508-1517|共10页
  • 作者单位

    Dept. of Civil and Construction Engineering, School of Pedagogical and Technological Education, N. Heraklion, Athens, Greece, GR 14121;

    SeismoSoft Research and Development Director, SeismoSoft-Software Solutions for Earthquake Engineering, Perikleous Stavrou St.,Chalkis, Greece, GR 34100;

    Dept. of Civil Engineering, Univ. of Thessaly,Pedion Areos, Volos, Greece, GR 38334;

    Dept. of Civil Engineering and Geomatics,Cyprus Univ. of Technology, 3603 Lemesos, Cyprus;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    failure modes; infilled frames; masonry; macromodels;

    机译:失效模式填充框架石工;宏观模型;

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