Tongji University, P.R.China; Home FACILITIES Tongji University, P.R.China. Multi-function Shake Table Array . Description: The multi-functional shake table consists of four 6m x 4m shaking tables and one reaction wall. Each of the table has 2 horizontal translational degrees of freedom. The tables are situated in two trenches (70 m and 30 m).
Shaking Table Model Test of Shanghai Tower Xilin Lu†, Yuanjun Mao, Wensheng Lu, and Liping Kang State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China Abstract Shaking table test is an important and useful method to help structural engineers get better knowledge about the seismic
The Shaking Table Testing Division was established in early 1975. In 1983, one two-dimensional earthquake simulation testing system was imported from MTS, USA. In 1991, the system was upgraded to a three-dimensional system with six-degree of freedom. In June 1991, the State Key Laboratory for Disaster Red.
EARTHQUAKE ENGINEERING RESEARCH IN SHAKING TABLE TESTING LABORATORY OF TONGJI UNIVERSITY, SHANGHAI, CHINA X. L. Lu1), and H. J. Jiang2) 1) Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, P. R. China 2) Associate Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University
Structure‐soil‐structure interaction (SSSI) phenomena under earthquake excitations are investigated in this paper. Based on the results of the shaking table test, this work presents a 3‐dimensional finite element numerical simulation method using ANSYS software.
Tongji University has established the world’s largest “Multi-Functional Shaking Table Center,” the nation’s first “Automotive Wind Tunnel Center,” the “Comprehensive Test Platform for Urban Rail Transit,” the nation’s first “National Long-term Seabed Observatory System,” and other platforms for major scientific study.
Structure‐soil‐structure interaction (SSSI) phenomena under earthquake excitations are investigated in this paper. Based on the results of the shaking table test, this work presents a 3‐dimensional finite element numerical simulation method using ANSYS software.
College of Civil Engineering, Tongji University . State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University . Multi-functional Shaking Tables Lab, Tongji University Engineering Management Headquarters of Hutong Changjiang River Bridge . Workshop Location: Shanghai, China. For Map and Directions, please click here
3.2. Description of the Shaking table Shaking table test was carried out using MTS shaking table facility at the State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, and Shanghai, China. The table has a dimension of 4m by 4m with a maximum payload of 25,000kg and can input three-dimensional and six
Tongji University has established the world’s largest “Multi-Functional Shaking Table Center,” the nation’s first “Automotive Wind Tunnel Center,” the “Comprehensive Test Platform for Urban Rail Transit,” the nation’s first “National Long-term Seabed Observatory System,” and other platforms for major scientific study.
To confirm the validity of the research done up to the present, bidirectional shaking table test was conducted from 2008 to 2011 on 1/8 scale models of single thin-walled steel and CFT columns by using the shaking table of 6 degrees of freedom at Tongji University.
Gu Xianglin and Prof. Li Jianzhong introduced College of Civil Engineering and “Multi-functional Shaking Tables Lab” on Jiading Campus sepeartely. Then, Prof. Garevski introduced IZIIS. The two sides had a heated discussion, and reached a preliminary consensus on furthering cooperation. Tongji University
Tongji University · School of A wind turbine system equipped with a tuned liquid column damper (TLCD) is comprehensively studied via shaking table tests using a
Tongji University, Shanghai, P.R. China. Bio: Prof. Zhou received her doctoral degree from Tongji University in 2005 and worked as a visiting scholar at University of California at Berkeley (2010) and Lehigh University (2014). Currently, she is a professor of structural engineering at College of Civil Engineering, Tongji University, Shanghai
The Earthquake Engineering Hall is part of the facilities of The College of Civil Engineering at Tongji University The size and configurability of the Tongji Multi-Functional Shaking Tables (MFST) Lab provided distinct advantages when conducting seismic testing on this scale model of the Taizhou Bridge.
2011 PhD. in Tunneling and Underground Engineering, Tongji University, China; 2010 PhD. Joint Supervision in Geotechnical Engineering, Purdue University, USA
Smart Shaking-Table test) and 3) both shaking-table and actuator. The application of real-time hybrid testing on a girder bridge model, which was recently performed in Tongji University by using shaking-table and actuator, was reported in this paper. The prototype model is a single-span girder bridge.
Shaking Table Model Test on the Dynamic Soil-Structure Interaction System Xilin Lu, Yueqing Chen, Bo Chen and Peizhen Li State Key Laboratory on Disaster Reduction in Civil Engineering, Tongji University 1239 Siping Road, Shanghai 200092 P.R. China ([email protected]
Shaking Table Tests on Earthquake Response Characterization of a Complex Museum Isolated Structure in High Intensity Area WenguangLiu, 1 ChuanQin, 1 YangLiu, 2,3 WenfuHe, 1 andQiaorongYang 1 Department of Civil Engineering, Shanghai University, Shanghai,China College of Civil Engineering, Tongji University, Shanghai,China
Tongji University. 34.17. Contact. About. Network. Research The dynamic characteristics and the seismic performance of the RAC frame structure are analyzed and validated with the shaking table
Smart Shaking-Table test) and 3) both shaking-table and actuator. The application of real-time hybrid testing on a girder bridge model, which was recently performed in Tongji University by using shaking-table and actuator, was reported in this paper. The prototype model is a single-span girder bridge.
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Tongji University, Shanghai, P.R. China. Bio: Prof. Zhou received her doctoral degree from Tongji University in 2005 and worked as a visiting scholar at University of California at Berkeley (2010) and Lehigh University (2014). Currently, she is a professor of structural engineering at College of Civil Engineering, Tongji University, Shanghai
Mar 24, 2009· State Key Laboratory for Disaster Reduction in Civil Engineering (SLDRCE) (2008), Introduction of Shaking Table Testing Division, Tongji University, Shanghai, China. Google Scholar Sun Q, Zhang L, Zhou JX and Shi QX (2003), “Experimental Study of the Semi-active Control of Building Structures Using the Shaking Table,” Earthquake Engineering
Shaking Table Tests on Earthquake Response Characterization of a Complex Museum Isolated Structure in High Intensity Area WenguangLiu, 1 ChuanQin, 1 YangLiu, 2,3 WenfuHe, 1 andQiaorongYang 1 Department of Civil Engineering, Shanghai University, Shanghai,China College of Civil Engineering, Tongji University, Shanghai,China
shaking table. The parameter of the shaking table in State Key Laboratory of Disaster Reduction in Civil Engineering of Tongji University is given in Table 4.1. Table 4.1 Performance parameters of the shaking table performance index size 4m×4m payload 25t excitation orientation X, Y, Z controlling degree of freedom 6 degrees of freedom
Prof. Xilin Lu Abstract. Prof. Xilin Lu Tongji University, China Prof. Xilin Lu received his MSc (1981) and Ph.D. (1984) in the area of Civil and Structural Engineering from Tongji University, then he became a faculty member until now. The shaking table model test with the scale of 1/25 on this structure was carried out in August
1 Mar 2013 International Journal of High-Rise Buildings Volume 2 Number 1; Xilin Lu, Yuanjun Mao, Wensheng Lu & Liping Kang, Tongji University Shaking table test is an important and useful method to help structural engineers get better knowledge about the seismic performance of the buildings with complex structure, just like Shanghai tower.
However, knowledge about their seismic performance is still quite limited and seismic design procedures are not included in current design codes. This paper describes a series of shaking table tests the authors performed on a scaled utility tunnel model to explore its
Tongji University is one of the leading universities in China underdirect administration of Ministry of Education, listed on “Project 985” and “Project 211”. With a history of over a century, Tongji has valued the balanced development of four functions, i.e. education, research, outreach, and culture inheritance and innovation.
“Tongji University has a decades-long relationship with MTS, collaborating on earthquake simulation shaking table test systems that are among the most effective in the world,” said Dr. Zheng Lu, a professor of seismic research at Tongji University.
Shaking Table Model Test on the Dynamic Soil-Structure Interaction System Xilin Lu, Yueqing Chen, Bo Chen and Peizhen Li State Key Laboratory on Disaster Reduction in Civil Engineering, Tongji University 1239 Siping Road, Shanghai 200092 P.R. China ([email protected]) Abstract
Shaking Table Tests of Seismic Pile-Soil-Pier-Structure Interaction Xiao Wei Lichu Fan Seismological Bureau of Shanghai Tongji University Shanghai, China, 200062 Shanghai, China, 200092 Xiaoping Wu Tongji University Shanghai, China, 200092 ABSTRACT The limited strong earthquake database on structure and pile performance obstructs obtaining
Shaking table test at Tongji University. Shaking table test on the bridge model with high strength piers (Tongj University, 2014/1) (Tsugaru x 50-225%) a) Test set up: b) Test set up: c) Test set up: d) Deformation of rubber bearing : Preparation for shaking table test (Tongji University, 2013/12-2014/1)
