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

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2024 > 54(1): 96-101

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

Citation:

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

Citation:

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

PDF( 3103 KB)

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

FullText(HTML)

References(13)

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.

Relative Articles

[1]	LIU Chengqing, XU Dibing, ZHANG Huaxin. Seismic Strengthening Design and Analysis of a Boiler Steel Frame[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 237-245. doi: 10.13204/j.gyjzG22050603
[2]	ZHANG Ailin, LIU Jie, JIANG Ziqin, GUO Kang, SU Shijia. Seismic Performance Evaluation of Steel Frame-Support Structures Embedded with Double-Stage Prefabricated Buckling-Restrained Braces[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 54-61. doi: 10.13204/j.gyjzG23020102
[3]	ZHANG Xiaodong. Comparisons of Seismic Performances of Subway Stations Between Composite Structure and Reinforced-Concrete Structure Based on Daikai Station[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 139-146. doi: 10.13204/j.gyjzG22090514
[4]	MENG Jiao, ZHOU Zhongyu, NIE Xin, ZHUANG Liangdong. Design and Mechanical Property Analysis of Prefabricated Steel-Concrete Composite Structure for Electronic Chip Plants[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 62-68. doi: 10.13204/j.gyjzG23081701
[5]	ZHANG Liang, WU Bian, ZHANG Fengliang, LIU Yang. Anti-Seismic Performance of Composite Shear Walls of Concrete Filled Steel Tube Reinforced with Corrugated Steel Plates[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 146-155,138. doi: 10.13204/j.gyjzG22071409
[6]	WANG Weiyong, YANG Qibo, LIANG Zhanshuo, OU Ying, JIANG Xianchun. Seismic Response of the Joint Between Steel Truss Concrete Composite Shear Wall and Steel Coupling Beam[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 39-48. doi: 10.13204/j.gyjzG22040401
[7]	HU Xiaowen, NIE Xin. Comparison and Analysis on Different Structural Systems of Multi-Story Industrial Plants[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 81-89. doi: 10.13204/j.gyjzG21053113
[8]	YANG Ke, ZHANG Wenhan, HUANG Yi. INFLUENCE ANALYSIS OF UNDERGROUND PIPE GALLERY ON NONLINEAR SEISMIC RESPONSE OF UPPER STRUCTURE AND RESEARCH ON IMPROVEMENT MEASURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 211-216,162. doi: 10.13204/j.gyjzg20111403
[9]	He Guofu, Jiang Yanning, Yang Qing, Jin Wei. STRUCTURE DYNAMIC RESPONSE ANALYSIS OF TALL FRAMED TOWEＲ FOR PETRO-CHEMICAL PROJECTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 70-75. doi: 10.13204/j.gyjz201505016
[10]	Wang Chenggang, Hu Bo, Liu Bingkang, Chen Jian. PSEUDO-DYNAMIC EXPERIMENTAL AND ANALYTICAL STUDY OF TWO-STORY RECYCLED AGGREGATE CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 50-54,90. doi: 10.13204/j.gyjz201310012
[11]	Fang Shisheng, Wang Wei, Fang Fei, Wang Sihong, Xu Fengzhi. SEISMIC DESIGN AND ANALYSIS ON A HIGH BUILDING WITH MANY ITEMS EXCEEDING CODE LIMIT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 159-163,153. doi: 10.13204/j.gyjz201203033
[12]	Xian Yaoqiang, Liu Boquan, Ding Jiangshu. SEISMIC RESPONSE OF A RUNG-SHAPE LONG-SPAN TENSILE STRUCTURE (Ⅰ)[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 112-118. doi: 10.13204/j.gyjz201104024
[13]	Li Ke, Chen Guoping, Tang Lan. ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 34-37. doi: 10.13204/j.gyjz201104008
[14]	Liang Shahe, Li Aiqun, Zhang Zhiqiang. ANALYTIC METHOD OF MDOF SYSTEM STRUCTURES WITH SUPPLEMENTAL CONTROLLABLE DAMPING-VISCOUS DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 43-46. doi: 10.13204/j.gyjz201005008
[15]	Zhou Nannan, Wang Lai, Wang Guobing, Yang Ning. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC BEHAVIOR OF SEMI-RIGID CONNECTION STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 112-115,85. doi: 10.13204/j.gyjz200903029
[16]	Ouyang Yu, Zhang Wenjie. ANALYSIS OF THE SEISMIC EFFECTS FOR THE SEISMIC RETROFIT OF A CONCRETE FRAME WITH BUCKLING-RESTRAINED BRACES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 118-121. doi: 10.13204/j.gyjz200911027
[17]	Liu Jingbo, Liu Yangbing, Guo Bing, Yang Jianguo. PARAMETER ANALYSIS OF SEISMIC BEHAVIOR OF STEEL-CONCRETE COMPOSITE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 96-100. doi: 10.13204/j.gyjz200908023
[18]	Zheng Yong-qian, Yang You-fu, Han Lin-hai. ANALYSIS OF THE THERMAL FIELD OF STEEL-CONCRETE COMPOSITE COLUMNS USING ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 74-77. doi: 10.13204/j.gyjz200608023
[19]	Huang Yi, Wang Yuanqing, Chen Hong, Shi Yongjiu. ANALYSIS OF ASEISMIC PROPERTIES OF LIGHT-WEIGHT STEEL MULTI-STOREY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 73-75. doi: 10.13204/j.gyjz200612020
[20]	Chen Lin, Zhou Yun, Zhang Yaochun. INFLUENCE OF INPUTTING DIMENSIONS OF EARTHQUAKE WAVES AND DAMPING RATIO ON SEISMIC RESPONSE TIME-HISTORY ANALYSIS OF MEGA STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 67-69. doi: 10.13204/j.gyjz200405021