BNBC1993 和 BNBC2020 之间的载荷和设计差异

Md. Golam Rabbi, Md. Faishal Hasan
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引用次数: 0

摘要

建筑规范是设计和施工的最低要求,以确保建筑物的安全和弹性。与其他发展中国家一样,孟加拉国(BD)也有一部建筑规范,即《孟加拉国国家建筑规范》(BNBC)。由于经过二十年的广泛更新,现在要遵守该规范是一项艰巨的任务。这项工作的主要目的是比较 BNBC2020 和 BNBC1993 对横向荷载的分析和设计要求。为此,我们使用 ETABS 评估了国内不同地点的大量结构模型,这些模型都遵循了所考虑的规范程序。它还比较了侧向荷载参数,如区域系数、风速、建筑周期、楼层剪力、基底剪力、漂移、挠度、配筋率等。参数比较结果表明,BNBC2020 更为保守,提高了横向荷载的安全系数。工程师在阅读本研究报告后,将能理解这些规范在横向荷载方面的差异。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ateral Load and Design Disparity between BNBC1993 and BNBC2020
Building codes are the minimal requirements for design and construction to assure a safe and resilient structure. A building code recognized as the Bangladesh National Building Code (BNBC) is existent in Bangladesh (BD), just like in other developing nations. It's now a difficult task to comply with the code because of the extensive update after two decades. The main goal of this work is to compare the analytical and design requirements for lateral loads between BNBC2020 and BNBC1993. To do so, a large number of structural models are assessed using ETABS following the considered code procedure at different locations in the country. It also compares the lateral load parameters such as zone coefficient, wind velocity, building period, story shear, base shear, drift, deflection, reinforcement ratio etc. The parametric comparison of the outcomes has demonstrated that BNBC2020 is more conservative and boosts the safety factor against lateral loads. Engineers will be able to comprehend the differences in lateral load between these codes after perusing this study.
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