Safety Assessment of Rigid Frame Cantilever Construction Based on Matter-Element and Extension

Zhu Qinghua, Tian Zhongchu
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引用次数: 2

Abstract

In order to effectively evaluate the safety status of the cantilever construction of a large-span rigid frame bridge, this paper takes a four-span rigid frame bridge as the engineering background, selects the failure probability of the cantilever construction, the natural environment, the cantilever construction operation, and the management level as the evaluation factors and divides the possibility level into Five levels, an extension model is established to evaluate the cantilever construction of the bridge. This paper first uses fuzzy comprehensive evaluation to quantify the natural environment and cantilever construction technology, then calculates the failure probability of the bridge cantilever construction based on Monte Carlo theory, and finally scores according to the management level of the management system. Invite relevant experts to obtain the weight set of each evaluation factor through the 1-9 scale method, and use the goodness evaluation method in the matter-element extension method for evaluation. The results show that the safety assessment result of the cantilever construction of the bridge is a medium risk, which provides a reliable basis for predicting and avoiding risks. Based on the matter-element extension method, the rigid frame cantilever construction safety assessment takes into account the uncertainty and ambiguity of failure, and more objectively reflects the safety status of the cantilever construction during the construction period. The calculation results of different safety evaluation models are compared with the results of this paper, which verifies the feasibility and effectiveness of the matter-element extension theory applied to the safety evaluation of cantilever construction.
基于物元与可拓的刚架悬挑结构安全评价
为了有效评价大跨度刚构桥悬挑施工的安全状况,本文以某四跨刚构桥为工程背景,选取悬挑施工的失效概率、自然环境、悬挑施工操作和管理水平作为评价因素,并将可能性等级划分为5个等级。建立了可拓模型,对该桥的悬臂施工进行了评价。本文首先采用模糊综合评判法对自然环境和悬臂施工技术进行量化,然后基于蒙特卡罗理论计算桥梁悬臂施工的失效概率,最后根据管理系统的管理水平进行评分。邀请相关专家通过1-9量表法获得各评价因子的权重集,并采用物元可拓法中的优度评价法进行评价。结果表明,该桥悬臂施工安全评价结果为中等风险,为预测和规避风险提供了可靠依据。基于物元可拓法的刚架悬挑结构安全评价考虑了失效的不确定性和模糊性,更客观地反映了悬挑结构在施工期间的安全状况。将不同安全评价模型的计算结果与本文的计算结果进行了比较,验证了物元可拓理论应用于悬臂结构安全评价的可行性和有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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