基于 BMS 1992 和 SNI 1725-2016 的现有桥梁设计对比分析

Muhammad Yusuf, Fahmy Hermawan
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摘要

桥梁是支持经济和可持续发展的基础设施的重要组成部分。桥梁结构的设计通常会随着时间的推移而不断发展,标准的制定以及应用科学的发展和可持续发展也与所列出的规则息息相关。桁架式桥梁结构是印度尼西亚经常使用的一种桥梁类型。根据 Binamarga 标准,桥梁的设计寿命为 50 年,50 年后将进行有序和良好的维护。50 年作为一个标准,考虑到了材料的创新和对桥梁产生影响的荷载。软件开发当然支持桥梁项目建设之初的设计,在这种情况下,桥梁项目使用 SAP90 和 STAAD-Pro 作为支持桥梁设计的软件。当然,到目前为止,所使用的软件种类繁多,其中之一就是用于建筑项目设计的 ETABS。从荷载分析到连接分析的全面结构分析,是对桥梁的荷载状况进行分析的一个阶段,对不同要求的荷载值有几个折减系数。根据有关桥梁荷载的最新 SNI 1725-2016 规则,使用 ETABS 软件进行全面的二维分析设计,与最初的设计相比,可获得更高的钢重比,但这可以通过监测维护来克服,特别是为了桥梁的安全和功能,需要进行一些强化处理。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
COMPARISON ANALYSIS OF EXISTING BRIDGE DESIGN BASED ON BMS 1992 AND SNI 1725-2016
Bridges are an important element of infrastructure facilities to support the economy and sustainable development. The design of bridge structures often develops over time, as well as the development of criteria as well as applied sciences that are developed and sustainable with the rules that have been listed. The truss type bridge structure is one type of bridge that is often used in Indonesia. Based on Binamarga standards, the bridge is planned with a design life of 50 years, the 50 years of this course will be followed by an orderly and good maintenance. The 50-year period is used as a standard taking into account the existence of material innovations used to the loads that will affect the bridge. Software development certainly supports the design at the beginning of the bridge project construction, in this case the bridge project uses SAP90 and STAAD-Pro as software to support this bridge design. Until now, of course, the software used is very diverse, one of which is ETABS, which is used in the design of a construction project. The existence of a thorough structural analysis with load analysis to connection analysis is the stage in the analysis for the condition of the bridge to the load with several reduction factors to load values that have different requirements. With a thorough design with 2D analysis along with ETABS software, based on the latest SNI 1725-2016 rules regarding the loading of bridges, a higher steel weight ratio is obtained when compared to the initial design, but this can be overcome by monitoring maintenance to the extent that In particular, some intensive handling is required for the safety and function of the bridge.
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