308 | 0 | 6 |
Downloads | Citas | Reads |
建设大型多功能地震模拟四台阵系统能够提升我国抗震研究装备的现代化水平,为工程结构抗震性能的研究提供强有力的技术支撑,对于保障人民生命安全、维护社会经济稳定和可持续发展具有重要意义。该文介绍了大型多功能地震模拟四台阵系统的建设背景,阐述了相关设备技术参数的创新突破,结合代表性试验案例介绍了该试验系统在服务国家重大项目、提升我国抗震研究设施和装备水平等方面的应用实践,并探讨了地震模拟振动台阵实验室高效管理与开放共享机制。
Abstract:[Significance] Engineering resilience relates to the ability of urban buildings, underground spaces, transportation infrastructure, historical buildings, and other engineering structures to withstand severe disasters, maintain their functions to the greatest extent during their entire service life, and recover quickly after a disaster. China experiences frequent earthquakes, and determining the seismic performance of engineering structures is crucial for improving seismic safety and serves as a fundamental basis for protecting human life, ensuring social and economic stability, and promoting sustainable development. [Progress] Shaking tables are one of the important experimental facilities used in seismic research. After more than half a century of development, China has made leapfrog progress in both the quantity and performance parameters of these systems. However, with the accelerated urbanization process and the increasing demand for a better life, complex and large-scale structures such as high-rise buildings, subway stations, urban diverging bridges, utility tunnels, large-span spatial structures, long-span bridges, nuclear power plants, and water conservancy projects continue to be constructed, posing greater challenges to engineering seismic research. As the political and cultural center of China, Beijing is located in a high-intensity seismic zone and is a key focus area for seismic monitoring and defense. The seismic safety of its infrastructure is particularly significant. However, existing large-scale structural dynamic laboratories around Beijing are mostly equipped with single shaking tables, and owing to limitations in table size and load capacity, they are unable to meet the experimental research requirements for large-scale, long-span, or other complex structures and infrastructures. Therefore, in active response to the strategic deployment of disaster prevention and mitigation by the CPC Central Committee, Beijing University of Civil Engineering and Architecture has completed the construction of a multi-functional shaking table system. This system aims to significantly elevate the modernization level of China's seismic research facilities, providing powerful technical support for the seismic design and operational management of major national projects. It simultaneously enhances the capabilities of fundamental research while achieving major technological breakthroughs in engineering resilience. The system comprises four triaxial, six-degrees-of-freedom, multi-functional, shaking tables, each measuring 5 m × 5 m. These tables can be moved to any position on the rails and can be operated independently or in combination as a multi-table array system(in pairs, triplets, or all four). The system is capable of conducting single-table or multi-table vibration tests and can accommodate large-scale model tests with a maximum combined table size of 19 m × 30 m. [Conclusions and Prospects] This system features the largest total payload capacity and able area among all existing four-table array systems worldwide, with technical parameters that reflect the latest advancements in the field. To simultaneously enhance the management level and operational skills of laboratory technicians and expand the scope and depth of shaking tables and how they assist society, the Multi-functional Shaking Tables Laboratory of Beijing University of Civil Engineering and Architecture actively promotes inter-departmental collaboration and information sharing. The laboratory also focuses on optimizing management mechanisms and gradually establishes a full life-cycle open-sharing management system. To date, these high-performance multi-functional shaking tables have successfully completed approximately 20 seismic performance tests and shaking table model experiments.
[1] WILLIAMS M S, BLAKEBOROUGH A. Laboratory testing of structures under dynamic loads:An introductory review[J].Philosophical Transactions of the Royal Society A:Mathematical,Physical and Engineering Sciences, 2001, 359(1786):1651–1669.
[2]黄浩华.地震模拟振动台的发展情况介绍[J].世界地震工程,1985(1):51–55.HUANG H H. Development of shaking tables[J]. World Earthquake Engineering, 1985(1):51–55.(in Chinese)
[3]李敏霞,杨泽群,陈建秋.地震模拟振动台技术的开发与应用[J].世界地震工程, 1996(2):49–54.LI M X, YANG Z Q, CHEN J Q. Development and application of technology on seismic simulation shaking table[J]. World Earthquake Engineering, 1996(2):49–54.(in Chinese)
[4]黄浩华.地震模拟振动台的设计与应用技术[M].北京:地震出版社, 2008.HUANG H H. Design and application technology of earthquake simulation shaking table[M]. Beijing:Seismological Press,2008.(in Chinese)
[5]高春华,纪金豹,闫维明,等.地震模拟振动台技术在中国的发展[J].土木工程学报, 2014, 47(8):9–19.GAO C H, JI J B, YAN W M, et al. Developments of shaking table technology in China[J]. China Civil Engineering Journal,2014, 47(8):9–19.(in Chinese)
[6]王燕华,程文瀼,陆飞,等.地震模拟振动台的发展[J].工程抗震与加固改造, 2007, 29(5):53–57.WANG Y H, CHENG W R, LU F, et al. Development of the shaking table[J]. Earthquake Resistant Engineering and Retrofitting, 2007, 29(5):53–57.(in Chinese)
[7]李彬彬.地震模拟振动台系统控制技术研究与应用[M].北京:中国建筑工业出版社:2020.LI B B. Research and application of control systems for earthquake simulation shaking table[M]. Beijing:China Architecture Publishing&Media Co. Ltd., 2020.(in Chinese)
[8]蔡新江,田石柱.振动台试验方法的研究进展[J].结构工程师, 2011, 27(增刊1):42–46.CAI X J, TIAN S Z. Research advances of shaking table testing method[J]. Structural Engineers, 2011, 27(S1):42–46.(in Chinese)
[9]张玉川,邬柳俊.多点振动台组地震模拟系统的日常运行与维护[J].设备管理与维修, 2020(1):15–17.ZHANG Y C, WU L J. Daily operation and maintenance of shaking table array seismic simulation system[J]. Plant Maintenance Engineering, 2020(1):15–17.(in Chinese)
[10]周颖,吕西林.建筑结构振动台模型试验方法与技术[M].北京:科学出版社, 2016.ZHOU Y, LYU X L. Method and technology for shaking table model test of building structures[M]. Beijing:China Science Publishing&Media Ltd., 2016.(in Chinese)
[11]国巍,李绿宇,邵平.大型结构地震模拟振动台及台阵的试验精度分析[J].地震工程与工程振动, 2016, 36(2):16–21.GUO W, LI L Y, SHAO P. Precision analysis of large structure seismic experiment utilizing shaking table for earthquake simulation[J]. Earthquake Engineering and Engineering Dynamics,2016, 36(2):16–21.(in Chinese)
[12] ZHANG R J, GUO T, WU Y F, et al. Shaking table test of a dry-connection fully precast frame structure system[J]. Journal of Building Engineering, 2024, 87:109134.
[13] ZHANG R J, GUO T, LI A Q. Experimental investigation into demountable dry connections for fully precast frame structures through shaking table tests[J]. Thin-Walled Structure, 2024,201:112014.
[14]张瑞君.隔震支座温度相关性及其新型全装配式框架结构体系研究[D].南京:东南大学, 2022.ZHANG R J. Research on temperature dependence of isolation bearings and new fully precast frame structure system[D].Nanjing:Southeast University, 2022.(in Chinese)
[15]高向宇,史安琪,李杨龙,等.火电厂钢支撑-框排架结构动力模型设计及试验[J].北京工业大学学报, 2022, 48(7):739–749.GAO X Y, SHI A Q, LI Y L, et al. Design and test of dynamic model of steel braced frame-bent structure in thermal power plant[J]. Journal of Beijing University of Technology, 2022,48(7):739–749.(in Chinese)
[16]王富民,高向宇,黄金,等.钢支撑-混凝土框排架结构抗震性能试验及有限元分析[J].建筑结构, 2021, 51(16):42–50.WANG F M, GAO X Y, HUANG J, et al. Seismic performance experiment and finite element analysis of steel brace concrete frame bent structure[J]. Building Structure, 2021, 51(16):42–50.(in Chinese)
[17]焦驰宇,刘文勃,桂晓珊,等.近断层地震下小半径曲线桥碰撞响应的振动台试验研究[J].工程力学, 2020, 37(8):189–200.JIAO C Y, LIU W B, GUI X S, et al. Shaking tables tests of the seismic pounding effect on a small radius curved bridge under near-fault ground motions[J]. Engineering Mechanics, 2020,37(8):189–200.(in Chinese)
[18]黄宝锋,卢文胜,宗周红.地震模拟振动台阵系统模型试验方法探讨[J].土木工程学报, 2008, 41(3):46–52.HUANG B F, LU W S, ZONG Z H. Study on model experimental methodology utilizing the multiple earthquake simulation shake table system[J]. China Civil Engineering Journal, 2008, 41(3):46–52.(in Chinese)
[19]宗周红,陈亮,黄福云.地震模拟振动台台阵试验技术研究与应用[J].结构工程师, 2011, 27(增刊1):7–14.ZONG Z H, CHEN L, HUANG F Y. Research and application of testing technology of the earthquake simulation multiple shaking table facilities[J]. Structural Engineers, 2011, 27(S1):7–14.(in Chinese)
[20]国巍,余志武,蒋丽忠.地震模拟振动台台阵性能评估与测试注记[J].科技导报2013, 31(12):53–58.GUO W, YU Z W, JIANG L Z. Performance evaluation and test note of earthquake simulation shaking table array system[J].Science&Technology Review, 2013, 31(12):53–58.(in Chinese)
[21]李爱群,解琳琳,杨参天.多目标协同建筑结构消能减震技术研究进展[J].工程力学, 2025, 42(1):1–9.LI A Q, XIE L L, YANG C T. Research progress on multiobjective energy dissipation technology for building structures[J]. Engineering Mechanics, 2025, 42(1):1–9.(in Chinese)
[22]程绍革,马路,赵鹏飞.基于凝聚技术的结构抗震混合试验原理[J].工程抗震与加固改造, 2008, 30(2):62–67.CHENG S G, MA L, ZHAO P F. Hybrid test method based on system reduction[J]. Earthquake Resistant Engineering and Retrofitting, 2008, 30(2):62–67.(in Chinese)
[23]王向英,田石柱,张洪涛,等.位移控制的子结构地震模拟振动台混合试验方法[J].世界地震工程, 2009, 25(2):30–35.WANG X Y, TIAN S Z, ZHANG H T, et al. Hybrid testing method on substructure techniques for shaking table by position control of actuator[J]. World Earthquake Engineering, 2009,25(2):30–35.(in Chinese)
(1)https://www.cea.gov.cn/cea/dzpd/dzcs/1264526/index.html.
(1)https://www.tju.edu.cn/info/1182/9197.htm.
(2)https://eertc.gzhu.edu.cn/info/1168/2052.htm.
Basic Information:
DOI:10.16791/j.cnki.sjg.2025.07.001
China Classification Code:TU352.11
Citation Information:
[1]曹爽,李莹,张国伟等.高性能科研设施赋能工程韧性提升——大型多功能地震模拟四台阵系统的建设发展与实践创新[J].实验技术与管理,2025,42(07):1-8.DOI:10.16791/j.cnki.sjg.2025.07.001.
Fund Information:
首都科技条件平台2023年度北京建筑大学绩效考核后补助实施项目阶段性成果(Z24006)