Seismic Performance Analysis of Steel-Concrete Composite Structural System for Rail Transit Co-Construction Projects

WANG Chunsen; LI Ruisong; XING Min; ZHUANG Liangdong; NIE Xin; ZOU Yan

doi:10.3724/j.gyjzG23082210

Volume 54 Issue 1

Jan. 2024

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WANG Chunsen, LI Ruisong, XING Min, ZHUANG Liangdong, NIE Xin, ZOU Yan. Seismic Performance Analysis of Steel-Concrete Composite Structural System for Rail Transit Co-Construction Projects[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 96-101. doi: 10.3724/j.gyjzG23082210

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Seismic Performance Analysis of Steel-Concrete Composite Structural System for Rail Transit Co-Construction Projects

doi: 10.3724/j.gyjzG23082210

1. Guangzhou Metro Design & Research Institute Co. Ltd., Guangzhou 510000, China;
2. Department of Civil Engineering Tsinghua University, Beijing 100084, China

Received Date: 2023-08-22
Available Online: 2024-02-27

Abstract

Abstract

With the development of urban rail transit and the deepening of integration of under-and above-ground urban space, the rail transit co-construction project has become a new direction of the public transportation-oriented development mode. Relying on the Dongguan Xiping Station project, a combined structural scheme was designed for the long-span building cover and conversion beam area, which could reduce the height of beams by 28%-33%, the dead weight by 49%-66%, and the cost by 7%-36%. The overall model of the steel reinforced concrete structure and the steel-concrete composite structure were established and the seismic performance analysis of the two structures under different earthquake was carried out by YJK and MIDAS Gen. The composite structure decreased the interlayer displacement angle under rarely occurred earthquake, which suggested that it showed a better seismic resistance while maintaining natural vibration characteristics similar to the steel reinforced concrete structure. It was notable that the bending-torsional coupling effect in the transformation beam area is significant, resulting in the torque reached up to 2 719.4 kN·m; and the stress of the long-span steel structure reached up to 207 MPa.
- steel-concrete composite structure,
- co-construction structure,
- response displacement method,
- time history analysis,
- seismic performance

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References

[1]	胡庆昌. 带地下室的高层建筑抗震设计[J]. 建筑结构学报, 1993(2): 54-58.
[2]	李云贵. 上部结构与地下室共同工作分析及地下室设计在SATWE中的实现[J]. 建筑结构学报, 2005(1): 114-118.
[3]	杨军, 章杨松. 带大底盘地下室高层建筑地震响应分析[J]. 工业建筑, 2010, 40(S1): 242-246 +278.
[4]	赵月. 与市政桥梁合建的地铁车站结构设计: 以厦门地铁吕厝站为例[J]. 隧道建设, 2015, 35(5): 439-442.
[5]	胡显鹏. 地铁站与高架桥同期同位分离式合建方案设计研究[J]. 城市轨道交通研究, 2018, 21(12): 92-96.
[6]	贾继祥. 站桥合体桥梁地震响应分析研究[D]. 成都: 西南交通大学, 2020.
[7]	胡狄, 姚开明, 吴映栋, 等. 某地铁上盖物业的关键节点加固设计及分析[J]. 工业建筑, 2018, 48(5): 195-198 +53.
[8]	厉见芬, 王相智, 周一一. 某特别不规则地铁上盖TOD项目的结构分析设计[J]. 工业建筑, 2022, 52(5): 70-76.
[9]	赵宏康, 张敏, 陆春华, 等. 苏州太平车辆段停车列检库上盖物业开发复杂高层结构设计[J]. 建筑结构, 2013, 43(20): 89- 95.
[10]	聂建国, 余志武. 钢-混凝土组合梁在我国的研究及应用[J]. 土木工程学报, 1999(2): 3-8.
[11]	卜凡民, 邹宏, 沈顺高, 等. 双向钢-混凝土组合楼盖的设计及施工[J]. 工业建筑, 2011, 41(9): 100-104.
[12]	刘龙, 杨欣然, 李爱东等.城市地下枢纽综合体大跨钢-混组合结构关键技术研究: 以深圳市岗厦北枢纽为例[J]. 铁道标准设计: 1-8[2024-01-05 ]. https://doi.org/10.13238/j.issn.1004-2954.202302250001.
[13]	胡清茂, 庄亮东, 张晓光. 钢-混凝土组合结构技术在大跨无柱车站中的应用研究[J]. 工业建筑, 53(11): 214-220.

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