斜网架、简单框架和剪力墙体系的比较研究

Viraj Baile, A. A. Bage
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引用次数: 0

摘要

斜网架结构是近年来发展起来的一种独特的结构体系。高层建筑设计有多种结构体系,如抗弯矩框架、剪力墙体系、支撑体系、空间桁架、管状结构等。斜桁结构是一种适合高层建筑设计的新型结构体系。本文对网架体系、简单框架体系和支撑体系进行了比较研究。对一幢36层网格结构、一幢简单框架结构和一幢剪力墙结构进行了建模和分析。剪力墙系统在角部、中部和核心处设置为l形。支撑的位置也发生了变化。共对12栋建筑进行了建模和分析,以比较哪一种系统在抗侧荷载系统中表现更好。在ETABS上进行了建模和分析。采用响应谱法进行了动力分析。所有的装载和检查都是按照印度标准提供的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparative Study of Diagrid, Simple Frame and Shear Wall System
Diagrid Structure is one of the most unique structural systems that has been developed in recent years. For designing tall buildings there are various structural systems such as moment resisting frame, shear wall system, bracing system, space trusses, tubular structures etc. Diagrid is one of the new structural systems which is adept for designing tall buildings. In this paper, a comparative study between diagrid system, simple frame system and bracing system has been put forth. A 36-storeyed diagrid building, simple frame building and a building with Shear wall systems have been modelled and analyzed. The shear wall systems are provided as L-shaped at corners, provided at middle and provided at the core. The positions of the bracings have also been varied. A total of 12 buildings have been modelled and analyzed to compare which system performs better a lateral load resisting system. The modelling and analysis has been performed on ETABS. The dynamic analysis is performed by using Response Spectrum Method. All the loadings and the checks are provided as per Indian Standards.
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