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Journal Article 12

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shaking table test 5

seismic behavior 2

H_∞ control 1

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Generally 1

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Magnification 1

Shanghai 1

adequate filter-paper 1

amplifying 1

angular momentum 1

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cable-stayed bridge 1

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conversion 1

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dynamic analysis 1

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Study on enzymatic hydrolysis of steam exploded straw by using shaking ball

SUN Zhanwei, FU Xiaoguo, CHEN Hongzhang, WANG Yanhui, MA Runyu

Frontiers of Chemical Science and Engineering 2008, Volume 2, Issue 1, Pages 22-27 doi: 10.1007/s11705-008-0002-7

Abstract: described by using three methods of enzymatic hydrolysis and adsorption of steam exploded straw (SEWS): shakingball in the regime, shaking with stirrer bed, and static state.The results showed that the method of shaking ball produced the highest adsorption, conversion yields

Keywords： adequate filter-paper comparison conversion continuous frequency substrate

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Investigation of the seismic behavior of grouted sandy gravel foundations using shaking table tests

Tiancheng WANG; Yu LIANG; Xiaoyong ZHANG; Zhihuan RUAN; Guoxiong MEI

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 9, Pages 1196-1211 doi: 10.1007/s11709-022-0865-6

Abstract: In this study, two shaking table tests were performed to evaluate the effect of grouting reinforcement

Keywords： sandy gravel foundation grouting-treated reinforcement shaking table test seismic behavior

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Shaking-moment balancing of mechanisms with principal vectors and momentum

V. van der WIJK

Frontiers of Mechanical Engineering 2013, Volume 8, Issue 1, Pages 10-16 doi: 10.1007/s11465-013-0359-2

Abstract:

The design of shaking-moment-balanced linkages still is challenging.

Keywords： shaking-moment balancing principal vector linkage angular momentum

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Design of a shaking table test box for a subway station structure in soft soil

YANG Linde, ZHENG Yonglai, ZHANG Dongliang, JI Qianqian, YANG Chao

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 2, Pages 194-197 doi: 10.1007/s11709-007-0022-2

Abstract: A reasonable choice of structure of a model box is significant for a shaking table test to be successfulA model box has been designed for the shaking table test of a subway station structure in the soft soilThe structure is strong enough to avoid being demolished by shaking during a test.The total weight of the model soil and box is less than the bearing capacity of the shaking table apparatusresponse of a subway station structure very well, so it provides a firm foundation for the success of the shaking

Keywords： geotechnical engineering numerical analysis weight dynamic analysis Shanghai

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Shaking table test of composite foundation reinforcement of saturated silty soil for high speed railway

JIANG Guanlu, LIU Xianfeng, ZHANG Jianwen, ZHAO Ruyi

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 3, Pages 353-360 doi: 10.1007/s11709-007-0047-6

Abstract: Three shaking table model tests were conducted with a geometrical scale of 1:10 using a large-scale laminar

Keywords： large-scale CFG column-net amplifying displacement subgrade

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Seismic experimental study on a concrete pylon from a typical medium span cable-stayed bridge

Yan XU, Shijie ZENG, Xinzhi DUAN, Dongbing JI

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 3, Pages 401-411 doi: 10.1007/s11709-018-0464-8

Abstract: concrete pylon model which from a typical medium span cable-stayed bridge was designed and tested on the shaking

Keywords： cable-stayed bridge pylon shaking table test seismic behavior

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Research on recycled concrete and its utilization in building structures in China

Jianzhuang XIAO, Tao DING

Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 3, Pages 215-226 doi: 10.1007/s11709-013-0212-z

Abstract: This paper presents a brief introduction to current shaking table test research in China on structures

Keywords： recycled aggregate concrete (RAC) structural material shaking table tests building structure

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Model test of stone columns as liquefaction countermeasure in sandy soils

Mengfei QU,Qiang XIE,Xinwen CAO,Wen ZHAO,Jianjun HE,Jiang JIN

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 4, Pages 481-487 doi: 10.1007/s11709-016-0355-9

Abstract: The shaking table model test was conducted to investigate earthquake resistant behavior of stone columns

Keywords： stone column composite foundation seismic liquefaction shaking table test

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Seismic performance of prestressed concrete stand structure supporting retractable steel roof

Yiyi CHEN, Dazhao ZHANG, Weichen XUE, Wensheng LU

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2, Pages 117-124 doi: 10.1007/s11709-009-0024-3

Abstract: By elasto-plastic finite element analysis and shaking table test, the following were investigated: the

Keywords： retractable steel roof prestressed concrete seismic performance failure mode inelastic response shaking

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Shaking table testing of hard layered soil-pile-structure interaction system

LI Peizhen, REN Hongmei, LU Xilin, SONG Heping, CHEN Yueqing

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 3, Pages 346-352 doi: 10.1007/s11709-007-0046-7

Abstract: Shaking table tests on a dynamic interaction system of hard layered soil, pile foundation and frame structure

Keywords： super-structure Generally Magnification frequency different

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Experimental research on the multilayer compartmental particle damper and its application methods on long-period bridge structures

Zhenyuan LUO, Weiming YAN, Weibing XU, Qinfei ZHENG, Baoshun WANG

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4, Pages 751-766 doi: 10.1007/s11709-018-0509-z

Abstract: The model was subjected to a series of shaking table tests with and without the MCPD.

Keywords： energy dissipation devices multilayer compartmental particle damper self-anchored suspension bridges shaking

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H_∞ control in the frequency domain for a semi-active floor isolation system

Yundong SHI, Tracy C BECKER, Masahiro KURATA, Masayoshi NAKASHIMA

Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 3, Pages 264-275 doi: 10.1007/s11709-013-0214-x

Abstract: A floor isolation system installed in a single floor or room in a fixed base structure is designed to protect equipment. With this configuration, the input motions to the floor isolation from the ground motions are filtered by the structure, leaving the majority of the frequency content of the input motion lower than the predominant frequency of the structure. The floor isolation system should minimize the acceleration to protect equipment; however, displacement must also be limited to save floor space, especially with long period motion. Semi-active control with an control was adopted for the floor isolation system and a new input shaping filter was developed to account for the input motion characteristics and enhance the effectiveness of the control. A series of shake table tests for a semi-active floor isolation system using rolling pendulum isolators and a magnetic-rheological damper were performed to validate the control. Passive control using an oil damper was also tested for comparison. The test results show that the control effectively reduced acceleration for short period motions with frequencies close to the predominant frequency of the structure, as well as effectively reduced displacement for long period motions with frequencies close to the natural frequency of the floor isolation system. The control algorithm proved to be more advantageous than passive control because of its capacity to adjust control strategies according to the different motion frequency characteristics.

Keywords： semi-active floor isolation H_∞ control MR damper shaping filter shaking table