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This paper presents the results of an experimental study on the overall behavior of a semi-precast reinforced concrete multi-story building, which uses new design and construction technology, by using the seismic shaking table test method. These buildings are constructing in series in Vietnam. This research carried out both the linear and nonlinear behavior of the structure until the stage of near …
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shaking table test study ona five-story post-and-beam GLULAM STRUCT UREFuwen Zhang 1 , Xi Chen 1 , Lingzhu Chen 1 , Yubing Leng 1 , Mingqian Wang 1 , Qingfeng Xu 1
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Oct 05, 2017· Through this step, the factor of foundation rotation is considered by horizontalshaking table test, thus increasing accuracy ofexperimentalresults. The real-time numerical feedback control and physical feedback control used for compensating dynamics ofshaking tableshow good performance for controller design
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Oct 01, 2015· Details ofexperimentalsetup are first presented with particular focus on design of the similitude ratio, the 40-m-long model boxes, and the synthetic model soil. Theexperimentswere conducted in two phases: Phase 1 isshaking table testof the model boxes without soil; while Phase 2 is the model fieldshaking table test
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Currently, theoretical andexperimentalstudies on the overallbehavior of semi-precast reinforced concrete high-rise buildingssubjected to the earthquake are limited. These studies have mostly focused on the behavior of either joints or frames. Tostudythe overall behavior of a structure under an earthquake, one of the best methods is to do the seismicshaking table test
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Shaking tableis importantexperimentalequipment to carry out antiseismic research. Research, conclusion, comparison, and analysis concerning the developmental history, constructional situation, performance index, control algorithm, andexperimentaltechnique of the internalshaking tablewere reviewed and compared. Such functional parameters as internalshaking table’stable-board
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Theshaking table testis one of the most effective methods tostudyand evaluate the seismic performance of complex buildings. Many researchers, including Li et al. (2006), Lu et al. (2012b), and Ko and Lee (2006), have conducted scaled model testson shaking tablestostudythe seismic performance of tall and super high-rise buildings
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Mar 01, 2019· The purpose of thisshaking table testis tostudythe seismic behavior of thesmall radius curved bridgeconsidering the effect of soil-pile interaction. Therefore, we did not focus on choosing the ground motion records on bedrock, and considered to choose the records with different frequency characteristics and durations as the input motions
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A one-story, wooden-frame, intermediate-bay model with Dou-Gon designed according to the Building Standards of the Song Dynasty (A.D.960-1279), was tested on a unidirectionalshaking table. The main objectives of thisexperimental studywere to investigate the seismic performance of Chinese historic wooden structure under various base input intensities
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Abstract. Using the Dou-gong brackets on the column of the Tianwang Palace in the Baosheng Temple from the Ming Dynasty as the research object, anexperimental studywas conducted on 15 groups ofshaking tabletests of a full-scale Dou-gong specimen made of Douglas fir
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@inproceedings{Kubota2016ExperimentalSO, title={Experimental study on the collapse processof an 18-story high-rise steel building based on thelarge-scale shaking table test}, author={J. Kubota and Y. Suzuki and K. Suita and Y. Sawamoto and T. Kiyokawa and N. Koshika and M. Takahashi}, year={2016
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Thisstudyinvestigates the seismic effect due to different input motion on the wrap-faced soil walls by performingshaking tabletests. The dynamic soil parameters like input acceleration, frequency and surcharge loads at the top of the wall are varied. The research evaluates the response of these parameters on the wrap faced embankment on soft clay soil
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Abstract. Thisstudydeals with theshaking tabletests for two small-scale models (Model #1 and Model #2) of a concrete gravity dam, which has been planned for the construction with the recommendation of the peak ground acceleration of the maximum credible earthquake of 0.42 g
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Jul 27, 2020· Based on similar theory, a modeltestscheme of low-buried and unsymmetrical pressure tunnels with rubber shock absorber layer was designed. Theshaking table testwas used tostudythe seismic response of low-buried and unsymmetrical pressure tunnels under different seismic waves and the intensity of excitation. The results show that: (1) Under the action of different seismic waves, the
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Dec 07, 2017· Presented in this report is a brief survey of the related literature on the existing analysis techniques and previousexperimentalstudies, the details of theexperimentalwork performed under the currentstudy, and the appraisal of the performance of a finite element program adopted for making theoretical predictions of theexperimentalresponses
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We had ended theexperimental studyof enhancing control by using a small-scaleshaking table, and then started theexperimental studyof enhancing control by using a medium-scaleshaking table. A final goal of the series of thestudyis to obtain a guideline of enhancing control for the experiment by using the large-scaleshaking table
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AnExperimental Studyon Seismic Behavior of Shear Friction Damper usingShaking table [email protected]{Park2012AnES, title={AnExperimental Studyon Seismic Behavior of Shear Friction Damper usingShaking table Test}, author={Eun-soo Park and Jong-min and Kamiya}, year={2012} }
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Oct 15, 2020· Thetest-analysis correlationstudyperformed over a wide range of operating and payload conditions provides useful information on the sensitivity of theshaking tabletransfer function to …
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This paper presents theexperimentalinvestigations into the seismic failure for high arch dam withshaking table test. The similitude scale of high arch dam was studied firstly. Then we developed a like concrete material to simulate the mechanical behavior of the structural concrete in high arch dam. Theshaking tabletests have been performed on the scale model
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Zheng Lu, Hengrui Zhang, Bin Zhao, Xianjie Li,Shaking table testand numerical simulation on vibration control effects of TMD with different mass ratios on a super high‐rise structure, The Structural Design of Tall and Special Buildings, 10.1002/tal.1470, 27, 9, (2018)
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Experimental Study on Seismic Responses of Piping Systems With Friction—Part1: Large-ScaleShaking TableVibrationTestK. Suzuki, K. Suzuki Department of Mechanical Engineering, Tokyo Metropolitan University, Hachioji-shi, Tokyo 192-03, Japan. Search for other works by this author on: