您现在的位置:建筑结构>> 期 刊>> 2014年>> 增刊S1>>正文内容
塑性理论计算双向板的消防车等效均布活荷载
逯 晔,李 阳,张国庆,张 俏
摘 要

(北京市建筑设计研究院有限公司,北京 100045)

 

[摘要消防车荷载对结构设计的影响较大,现行《建筑结构荷载规范》(GB 500092012)采用弹性理论计算双向板的消防车等效均布活荷载,而工程设计中一般习惯采用塑性铰线法进行双向板的设计,这两者可能不太匹配。本文提出用塑性理论计算双向板的消防车等效均布活荷载,通过计算得到了常用跨度、覆土厚度下的消防车等效均布活荷载,可供工程设计参考。

[关键词消防车;等效均布活荷载;塑性理论;覆土厚度

 

中图分类号: TU312.1    文献标识码:A

 

作者简介:逯晔,硕士,工程师,一级注册结构工程师,luye0082@126.com

 

Calculation value of equivalent uniform live load for fire engines on two-way slab with theory of plasticity

Lu YeLi YangZhang GuoqingZhang Qiao

(Beijing Institute of Architectural Design, Beijing 100045, China)

Abstract: The fire engine load has a great effect on structure design. Load code for the design of building structures(GB 500092012) calculates equivalent uniform live load for fire engines on two-way slab with theory of elastic, this practice may have a conflict with the plasticity design method for two-way slab. This paper suggests a method of calculation value of equivalent uniform live load for fire engines on two-way slab with theory of plasticity and provides the calculation results for common span and common soil thickness.   

 

Keywords: fire engine; equivalent uniform live load; theory of plasticity; soil thickness

 

参考文献

        [1] GB 500092012 建筑结构荷载规范[S].北京:中国建筑工业出版社, 2012.

[2] 范重.鞠红梅.彭中华.消防车等效均布活荷载取值研究[J].建筑结构,2011,41(3):1-6.

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!