Internal force and deflection calculation of a kind of cellular hollow flat slab floor

被引：0

作者：

Han, Jinsheng ^{[1
]}

Cong, Shuping ^{[1
]}

机构：

[1] Shandong Univ Sci & Technol, Sch Civil Engn & Architecture, Qingdao 266510, Peoples R China

来源：

ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3 | 2011年 / 94-96卷

关键词：

cellular hollow flat slab floor; equivalent frame method; internal force; deflection;

D O I：

10.4028/www.scientific.net/AMM.94-96.67

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The structural form of a kind of cellular hollow flat slab floor using thin wall plastic boxes was introduced. The equivalent frame method, which was used to analyze the internal force of this kind of cellular hollow flat slab floor, was discussed. Finally, the method to calculate the deflection of cellular hollow flat slab was investigated and some improvements in this method were presented. The effects of the cracks on the stiffness and deflection of hollow flat slabs were taken into account in this method to decrease the error of elasticity calculation results.

引用

页码：67 / 72

页数：6

共 5 条

[1] Analysis of deflection and internal force in composite slab-on-girder floor system
Tian, Chun-Yu
Nie, Jian-Guo
Gongcheng Lixue/Engineering Mechanics, 2006, 23 (05): : 62 - 66
[2] PRACTICE AND DESIGN METHOD OF CELLULAR HOLLOW FLAT SLAB FLOOR IN UNDERGROUND GARAGE
Han Jinsheng
Rong Qiang
Cong Shuping
PROCEEDINGS OF THE 12TH INTERNATIONAL CONFERENCE ON INSPECTION APPRAISAL REPAIRS AND MAINTENANCE OF STRUCTURES, VOLS 1 AND 2, 2010, : 389 - +
[3] Simplified calculation method for deflection of Concrete Cellular Slab
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MODERN TECHNOLOGIES IN MATERIALS, MECHANICS AND INTELLIGENT SYSTEMS, 2014, 1049 : 196 - 200
[4] Technical Method of the Floor Deflection Calculation in Slab-Column Systems.
Starosolski, Wlodzimierz
Mazanowska, Joanna
Inzynieria i Budownictwo, 1979, 36 (01): : 29 - 35
[5] Calculation of the internal force for the joist of frame-supported multi-ribbed slab structure
Huang, Wei
Wang, Guo-Quan
Yao, Qian-Feng
Chen, Xin
Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering, 2010, 32 (01): : 66 - 71

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