INFLUENCE OF NON-LOAD ACTION ON SUPER HIGH RISE BUILDINGS CONCRETE-FILLED SQUARE STEEL TUBE STRUCTURE

LI Qiang; ZHOU Ting; CHEN Zhihua; LIU Haonan

doi:10.13204/j.gyjzG19120105

Volume 50 Issue 12

Mar. 2021

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LI Qiang, ZHOU Ting, CHEN Zhihua, LIU Haonan. INFLUENCE OF NON-LOAD ACTION ON SUPER HIGH RISE BUILDINGS CONCRETE-FILLED SQUARE STEEL TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 150-159. doi: 10.13204/j.gyjzG19120105

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INFLUENCE OF NON-LOAD ACTION ON SUPER HIGH RISE BUILDINGS CONCRETE-FILLED SQUARE STEEL TUBE STRUCTURE

doi: 10.13204/j.gyjzG19120105

LI Qiang¹,
ZHOU Ting²,
CHEN Zhihua^{1,3
,
,},
LIU Haonan⁴

1. School of Civil Engineering, Tianjin University, Tianjin 300072, China;
2. School of Architecture, Tianjin University, Tianjin 300072, China;
3. Key Laboratory of Coastal Structures in Civil Engineering and Safety of Ministry of Education, Tianjin University, Tianjin 300072, China;
4. China Architecture Design & Research Group, Beijing 100044, China

Received Date: 2019-12-01
Available Online: 2021-03-31

Abstract

Abstract

In order to study the influence of non load action on super high-rise buildings, this paper analyzed the monitoring data and ANSYS numerical simulation. Firstly, for CFST columns, ASHREA clear sky model and CEB-FIP (90) prediction model were used to analyze the temperature effect and concrete creep effect respectively. The results showed that the horizontal deformation of the component was affected by the non-uniform temperature field, which decreased with the increase of the cross-section, tended to be gentle when it was larger than 900 mm, and increased rapidly with the increase of the column length. For the analysis of structural level, this paper proposed a simplified calculation method, which was based on the simulation analysis of Building 9 of Jinwan square. It was considered that the influence of non-uniform temperature field of components was only limited to local stress, which had little effect on the whole structure; the temperature and stress monitoring results of Building 9 of Jinwan square were analyzed to verify the above-mentioned finite element simulation results. Through further parameter analysis, it was considered that the construction progress of thick coating fire retardant coating reached more than half of the total height when the structure was capped, and the temperature effect could be properly ignored in the design.
- concrete filled steel tube column,
- high-rise building,
- temperature effect,
- concrete shrinkage and creep,
- construction monitoring

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References

中华人民共和国住房和城乡建设部. 建筑结构荷载规范:GB 50009-2012[S].北京:中国建筑工业出版社,2012.

刘红波,陈志华.大跨度建筑结构太阳辐射非均匀温度效应[M].北京:科学出版社,2016.

丁文胜,吕志涛,孟少平,等.混凝土收缩徐变预测模型的分析比较[J].桥梁建设,2004(6):13-16.

王永宝,赵人达,徐腾飞,等.钢管混凝土轴压构件徐变简化计算方法研究[J].公路交通科技,2016,33(1):57-63.

赵哲.钢管混凝土收缩徐变性能研究[D].成都:西南交通大学,2016.

MOKAREM D W, WEYERS R E, LANE D S. Development of a Shrinkage Performance Specifications and Prediction Model Analysis for Supplemental Cementitious Material Concrete Mixtures[J]. Cement & Concrete Research, 2005, 35(5):918-925.

Comite Euro-International du Beton. CEB-FIP Model Code 1990, Design Code[S]. London:Thomas Telford Services Ltd, 1993.

ZDENĚK P B, SANDEEP B. Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures:Model B3[J]. Materials and Structures, 1995, 28(6):357-365.

ACKER P, ULM F J. Creep and Shrinkage of Concrete:Physical Origins and Practical Measurements[J]. Nuclear Engineering & Design, 1997, 203(2):143-158.

中华人民共和国交通部. 公路钢筋混凝土及预应力混凝土桥涵设计规范:JTG D62-2004[M].北京:人民交通出版社,2004.

聂淼,赵伟新,王银辉.新旧规范徐变系数计算的比较[C]//中国公路学会桥梁和结构工程分会2005年全国桥梁学术会议论文集. 北京:人民交通出版社,2005:1008-1014.

杨慧杰.超高层混合结构施工过程研究及结构力学性能分析[D].天津:天津大学,2017.

尚世宇.温度场对高层建筑结构影响的分析方法[J].计算机仿真,2016,33(8):214-217.

李鸿猷.高层建筑结构日照影响的探讨[J].建筑结构学报,1989,10(3):52-68.

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