Behaviour of Pre-engineered Building with Reduced Beam Section

被引：1

作者：

Rajendiran, Karthikeyan ^{[1
]}

Linsha, R. Deby ^{[1
]}

Pradeep, S. ^{[1
]}

机构：

[1] SRM Inst Sci & Technol, Dept Civil Engn, Kattankulathur 603203, Tamil Nadu, India

来源：

ADVANCES IN CONSTRUCTION MANAGEMENT, ACMM 2021 | 2022年 / 191卷

关键词：

Ductile; Pre-engineered building; Reduced beam section; Seismic performance;

D O I：

10.1007/978-981-16-5839-6_7

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Pre-Engineered buildings are being widely used as industrial structures due to their light weight, column free spaces and various other benefits. The incorporation of reduced beam Section in industrial moment resistant frames is not presented in India. Using Reduced Beam Section connection, the seismic performance of industrial structures which have high importance factor is enhanced. This led to the analysis of Pre-Engineered building with reduced beam section for different spans. The parameter s in this study is RBS profile dimension. The dimensions of reduced section are varied for each span and analysed using the computer program, STAAD.Pro. The analysis observed that stress concentration at beam column joint is less in models with reduced beam section. Maximum response of the structure is at the reduced sections which ensure ductile behaviour under seismic excitations.

引用

页码：69 / 78

页数：10

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