利用基于抗震性能的混合模糊多标准决策模型选择可持续结构系统

Mohsen Lotfi, Mohsen Gerami, Moses Karakouzian
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摘要

在快速发展的可持续建筑领域,本研究旨在满足建筑行业对进步的迫切需求,重点关注能源效率和成本效益等重要指标,以及提高居住舒适度。本研究以伊朗的国家住房计划为案例,介绍了一种新颖的方法,用于支持为大规模住房项目选择合适的结构系统。该方法包括四个阶段,首先是根据现有研究汇编数据库,概述影响结构系统选择的主要和次要指标。该方法利用模糊 AHP 法进行标准优先级排序,并利用模糊 TOPSIS 技术对备选方案(LSF、3DP、ICF、TRC 和 RCCF)进行排序。根据各种标准,研究确定轻钢结构系统(LSF)是满足伊朗住房需求的最佳选择。然后,在最后阶段,该研究评估了冷弯型钢 (CFS) 框架在单调荷载作用下的抗震性能,该框架带有不同类型的覆面板(OSB、DFP、CSP 和 GWB),研究了 38 种框架设置的关键抗震参数。研究结果表明,LSF 结构可在弹性行为范围内有效抵御地震事件,这表明这种建筑方法对于提高伊朗建筑业的大规模住房生产是可行的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sustainable Structural System Selection Using Hybrid Fuzzy Multi-Criteria Decision Model Based on Seismic Performance
In the rapidly evolving field of sustainable construction, this study aims to address the critical need for advancement in the building industry, focusing on vital indicators like energy efficiency and cost-effectiveness, as well as improving occupant comfort. This research introduces a novel approach to support the choice of suitable structural systems for mass housing projects, with a case study on Iran’s national housing scheme. This methodology involves a four-phase process, beginning with compiling a database from existing studies to outline primary and secondary indicators affecting structural system selection. It utilizes the fuzzy AHP method for criteria prioritization and the fuzzy TOPSIS technique for alternatives (LSF, 3DP, ICF, TRC, and RCCF). The study identified the light steel framing (LSF) system as the optimal choice for Iran’s housing needs based on various criteria. Then, in the final phase, the study evaluates the seismic performance of cold-formed steel (CFS) frames with various sheathing panel types (OSB, DFP, CSP, and GWB) under monotonic loads, examining key seismic parameters across 38 frame setups. The findings reveal that LSF structures can effectively withstand seismic events within the elastic behavior range, suggesting that this construction approach is viable for enhancing mass housing production in Iran’s construction sector.
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