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May 15, 2014 This paper presents the results of a series of shake table tests on large-scale bridges with pre-cast, post-tensioned, concrete segmental columns. The seismic behavior of segmental columns was observed, segmental joint opening and closing were studied, and the self-center capability of segmental bridge was analyzed. This research is a U.S.-PRC international cooperative project
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earthquake simulation done on the UCIST Shake Table to analytical results using SAP 2000 software. 1.1 Introduction The UCIST Shake Table was designed for experimental use and for demonstrations. It can be used in undergraduate and graduate level earthquake engineering and structural dynamics classes. The table is also appropriate for outreach
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The shake table used for this study was displacement controlled with a maximum allowable movement of 120 mm. The displacement time histories of the excitations were obtained by double integration of the acceleration time history (Figure 7 (c))
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Jun 15, 2021 Shake table experimental study of curved bridges with consideration of girder-to-girder collision 1. Introduction. Curved bridges with seat-type abutments and expansion joints are frequently used in the highway system. 2. Shake table experiment. In this section, the details of the shake table
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Apr 12, 2021 Yan, X., Cunyu, C., Zeng, Z. et al. Shake table experimental study of cable-stayed bridges with two different design strategies of H-shaped towers. Earthq. Eng. Eng. Vib. 20, 483–493 (2021). https://doi.org/10.1007/s11803-021-2033-8. Download citation. Received: 24 October 2019. Accepted: 02 June 2020. Published: 12 April 2021. Issue Date: April 2021
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Substructure shake table testing (SSTT) is an advanced experimental technique that is suitable for investigating the vibration control of secondary structure-type dampers such as tuned mass dampers (TMDs). The primary structure and damper are considered as analytical and
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requirements and shake table study is important for developing building code requirements. Complete information about background and different methods of soil–structure interaction analysis has can be . find in references [Mihailo D., et al, 2001, Hosseinzadeh N., 2002, and Bazyar, M. H., Khani, M
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Feb 01, 2021 Another recent study by Wang et al. presented shake table experiments on RC pile group supported bridge models embedded in liquefiable as well as non-liquifiable deposits to study kinematic and inertial effects on pile responses. The responses indicated that the inertial effect to be more prominent in non liquefiable soils, while the kinematic
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Shaking table experiment is the best method to study the seismic behavior of those buildings. The similarity design is the key to obtain the good test results. Firstly, this paper discusses the similarity theory of high-rise building model for shaking table experiment. Micro-concrete high
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in the efficiency of vibrating table tests in the study o f low-frequency vibration control. Keywords: Shake Table, Arduino, Low-frequency, Control, Experimental Stud y. COMPDYN 2021
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Jul 07, 2016 Shake table test and numerical study of self-centering steel frame with SMA braces. Canxing Qiu, School of Civil Engineering, Shandong University, Jinan, 250061 Shandong, China. Department of Civil and Environmental Engineering and Research Institute for Sustainable Urban Development, The Hong Kong Polytechnic University, Hung Hom, Kowloon
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ResearchArticle Shake Table Study on the Effect of Mainshock-Aftershock Sequences on Structures with SFSI XiaoyangQinandNawawiChouw
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Jun 05, 2020 Comparative Study of Cyclic and Shake Table Tests for Simple for Dead Load and Continuous for Live Load Steel Bridge System in Seismic Area. Amir Sadeghnejad, Sheharyar Rehmat, Islam M. Mantawy, and Atorod Azizinamini. Transportation Research Record 2020 2674: 7, 233-243 Download Citation
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Experimental Study of Multi Storey Building with Dynamic Response Control System using Shake Table Savan Vadariya Postgraduate Student M. S. Patel department of civil engineering CSPIT, CHARUSAT, Changa, India Dr. V. R. Panchal Professor and Head of department M. S. Patel department of civil engineering CSPIT, CHARUSAT, Changa, India
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Seismic Geotechnique Study of the behavior of pile groups during lateral spreading in medium dense sands by large scale shake table test A. Kavand1, S. M. Haeri2,*, A. Asefzadeh3, I. Rahmani4, A. Ghalandarzadeh5, A. Bakhshi6 Received: May 2013, Revised: October 2013, Accepted: December 2013 Abstract In this paper, different aspects of the behavior of 2 2 pile groups under liquefaction-induced
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DATA REDUCTION OF A SHAKE-TABLE EXPERIMENTAL STUDY OF ARCHITECTURAL PRECAST CONCRETE CLADDING by Kanotha Kamau-Devers Two full-scale architectural precast concrete (APC) panels were tested in 2011 on a full-scale five-story steel frame building at the E-Defense shake table facility in Miki, Japan
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