钢筋混凝土建筑中的渐进式坍塌效应

Concilium Pub Date : 2024-04-12 DOI:10.53660/clm-3229-24g18
Luiz Carlos Mendes, Vancler Ribeiro Alves
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引用次数: 0

摘要

根据 ASCE(2002 年)的定义,渐进式坍塌是指最初的破坏从一个构件扩散到另一个构件,最终导致整个结构或结构中不成比例的大部分坍塌。这是一种连锁现象,由于重力作用或某些动态因素(如爆炸)的影响,结构损坏以放大的方式发生。 由于某些动态因素或钢筋失效而导致高层楼板坍塌的情况非常普遍。本文旨在分析商业和住宅建筑中混凝土结构的渐进式坍塌。 在这项工作中,定义了渐进式坍塌的动态背景、建筑物中存在的病理方面,以及巴西和国际规范用于防止此类病理的计算参数。分析了世界各地发生的真实案例,以及近几十年来如何处理渐进式坍塌。此外,还建议在结构可以恢复的情况下,可以采用哪些程序。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Progressive colapse efect in reinforced concrete buildings
Progressive collapse is defined as the spread of an initial failure from element to element, eventually resulting in the collapse of an entire structure or a disproportionately large part of it according to ASCE (2002). It is a chain phenomenon where structural damage occurs in an amplified way due to the action of gravity or caused by some dynamic factor such as explosions.  Collapses of slabs on upper floors are very common caused by some dynamic fator or failures on reinforcements. The present paper aims to analyze the progressive collapse of concrete structures in commercial and residential buildings.  In this work, the dynamic background of progressive collapse are defined, the pathological aspects existing in buildings, as well as the calculation parameters used by Brazilian and international codes to prevent such pathologies. Real cases that occurred around the world are analyzed and how progressive collapse has been treated in recent decades. It is also suggested for cases in which the structure allows recovery, which procedures can be used.
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