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Effects of Engineering Factors on Structure Response in Vibration Test

Chen Youling,Zhu Xuewang,Zhu Changchun

Strategic Study of CAE 2006, Volume 8, Issue 12,   Pages 62-65

Abstract: ., on response of complicated structure in vibration test are investigated.It is shown that evaluations on the response of structure in service are applicable using vibration test

Keywords： complicated structure     vibration test     structure response     engineering factor    

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Review of the crushing response of collapsible tubular structures

Vivek PATEL, Gaurav TIWARI, Ravikumar DUMPALA

Frontiers of Mechanical Engineering 2020, Volume 15, Issue 3,   Pages 438-474 doi: 10.1007/s11465-019-0579-1

Abstract: Studies on determining and analyzing the crushing response of tubular structures are of significant interestSeveral aspects of tubular structures, such as geometry, material, configuration, and hybrid structurecomprehensive analysis of the important findings of extensive research on understanding the crushing response

Keywords： monolithic structure     crashworthiness     energy absorber     static and dynamic loadings     multicellular tube structure    

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Solvability and thermal response of cellulose with different crystal configurations

Qian CHEN, Kai ZHENG, Qingtao FAN, Kun WANG, Haiyan YANG, Jianxin JIANG, Shijie LIU

Frontiers of Engineering Management 2019, Volume 6, Issue 1,   Pages 62-69 doi: 10.1007/s42524-019-0001-z

Abstract: Moreover, the crystalline structure of cellulose is a major factor restricting its industrial utilizationstudy, cellulose polymorphs were prepared from natural cellulose, and their solvability and thermal response

Keywords： cellulose     crystal structure     thermal response     XRD     CP/MAS 13C NMR    

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Comprehensive review of modeling, structure, and integration techniques of smart buildings in the cyber-physical-social

Frontiers in Energy 2022, Volume 16, Issue 1,   Pages 74-94 doi: 10.1007/s11708-021-0792-6

Abstract: Smart buildings have been proven to be a kind of flexible demand response resources in the power systemTo maximize the utilization of the demand response resources, such as the heating, ventilating and air-conditioningConversely, these new techniques urge the reforming requirement of the techniques on the modeling, structureBesides, a novel CPSS-based smart building operation structure is proposed, and the integration techniques

Keywords： smart buildings     cyber-physical-social-system     optimization     modeling     demand response     virtual power    

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Structural dimension optimization and mechanical response analysis of fabricated honeycomb plastic pavement

Zixuan CHEN; Tao LIU; Xiao MA; Hanyu TANG; Jianyou HUANG; Jianzhong PEI

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 7,   Pages 896-908 doi: 10.1007/s11709-022-0856-7

Abstract: Mechanical response of honeycomb slabs with different internal dimensions and external dimensions wereconsideration including the side length, rib thickness, the thickness of both top and bottom slabs of honeycomb structure

Keywords： honeycomb structure     plastic pavement     dimension optimization     mechanical response     factor significance    

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Seismic analysis of a super high-rise steel structure with horizontal strengthened storeys

Yuanqing WANG, Hui ZHOU, Yongjiu SHI, Yi HUANG, Gang SHI, Siqing WEN

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 3,   Pages 394-404 doi: 10.1007/s11709-011-0116-8

Abstract: This use has great effects on the seismic properties of the entire structure.Two approaches, i.e., mode-superposition response spectrum analysis and time-history analysis, were employedto calculate the seismic response of the structure.The response spectrum analysis indicated that transition parts near the three strengthened storeys wereweak zones of the structure because of the abrupt change in rigidity.

Keywords： seismic analysis     steel structure     super high-rise     horizontal strengthened storey     response spectrum analysis    

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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: effects of roof configurations in opening and closing, the effect of pre-stress on the structural seismic responsewas found that the roof status has great effect on the natural period, vibration modes, and seismic responseof the whole structure, the stand response to horizontal seismic excitation is stronger in roof openingconfiguration than in closing state, and the response mode is dominantly translational rather than rotational

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

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Application of an efficient stochastic calculation method on the seismic analysis of an isolated structure

Wei GUO, Zhiwu YU

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 4,   Pages 379-384 doi: 10.1007/s11709-012-0180-8

Abstract: An isolated structure often possesses distinct non-proportional damping characteristics.This method is then applied to the seismic analysis of an isolated structure.Moreover, the calculation process of the seismic response of an isolated structure is convergent.example presented in this paper, the given method is applicable to the seismic analysis of an isolated structure

Keywords： isolated structure     stochastic response     non-proportional damping     efficient     accurate     pseudo-excitation    

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Research of mid and high frequency response of complex mechanical structures using energy finite element

Zhu Danhui,Xie Miaoxia,Kong Xiangjie,Zhang Wenbo,Chen Hualing

Strategic Study of CAE 2013, Volume 15, Issue 1,   Pages 106-112

Abstract: reviewed, which indicate that the development direction of this method tend to predict the dynamic responsenbsp;the achievements of our research group are presented, which focus on predict the dynamical responseThere are three main aspects are referred: the first section is that the EFEM to predict the responsecylindrical shell and truncated conical shell, and this method help us to obtain the local detail response

Keywords： mid and high frequency response     energy finite element method     prediction of vibro-acoustical response     mechanical structure     dynamics    

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Wind-induced vibration control of Hefei TV tower with fluid viscous damper

Zhiqiang ZHANG , Aiqun LI , Jianping HE , Jianlei WANG ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3,   Pages 249-254 doi: 10.1007/s11709-009-0038-x

Abstract: using viscous fluid dampers, and the optimal damping coefficient is obtained regarding the wind-induced responseAnalysis results show that the maximum peak response of the tower under dynamic wind load is far beyond

Keywords： high-rise structure     wind-induced response     fluid viscous damper     vibration control    

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Soil PAH Concentrations Decrease in China in response to the Adjustment of the Energy Structure During Article

Xinghui Xia, Yanan Liu, Zhenrui Zhang, Nannan Xi, Jiaao Bao, Zhifeng Yang

Engineering 2023, Volume 21, Issue 2,   Pages 115-123 doi: 10.1016/j.eng.2021.11.023

Abstract: PAH) pollution is a major concern around the world, and PAH emissions are associated with the energy structureTherefore, we speculated that the adjustment of the energy structure in China may reduce the contentThis study demonstrates the important role of adjusting the energy structure in decreasing soil PAH concentrations

Keywords： Polycyclic aromatic hydrocarbons     Soil     Black carbon     Environmental pollution     Energy structure     Sustainable    

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Development of a seismic design method based on response spectra for building structures

ZHOU Xiyuan, YU Ruifang

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 2,   Pages 129-141 doi: 10.1007/s11709-007-0014-2

Abstract: The assumption and problem of the mode-superposition response spectrum method in seismic design codeThe progresses on the mode superposition response spectrum theory are discussed.multiple-support seismic excitations and deducing corresponding method; 4) the approach for calculation of seismic responseof the non-classically damped system with overcritical damping and the calculation method of seismic response

Keywords： generalization     classical damping     mode-superposition response     calculation formula     damping theory    

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Confining pressure effect on dynamic response of high rockfill dam

Xuexing CAO, Yunlong HE, Kun XIONG,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 1,   Pages 116-126 doi: 10.1007/s11709-010-0014-5

Abstract: A corresponding computational procedure was compiled and applied in the dynamic response analysis of

Keywords： confining pressure effect     high rockfill dam     dynamic response     Hardin-Drnevich constitutive model    

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The contribution of cross modality to fatigue damage accumulation of structure subjected to random vibration

Zhu Xuewang,Liu Qinglin

Strategic Study of CAE 2008, Volume 10, Issue 10,   Pages 36-41

Abstract:

The contribution level of cross modality to vibration response of structureof structure where the contribution of cross modality is neglected due to the contribution small enoughApproximate solution of displacement response can satisfy engineering requirement with certain precisionRandom response is obtained by means of superposition methods and fatigue damage accumulation of structurecan not be neglected even if the structure is characterized with lightly damping and sparse modality

Keywords： cross modality     random vibration     fatigue damage accumulation     random vibration response     modality superposition    

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Response in piled raft foundation of tall chimneys under along-wind load incorporating flexibility of

B. R. JAYALEKSHMI,S.V. JISHA,R. SHIVASHANKAR

Frontiers of Structural and Civil Engineering 2015, Volume 9, Issue 3,   Pages 307-322 doi: 10.1007/s11709-015-0288-8

Abstract: The analysis was carried out using finite element method on the basis of direct method of soil-structureThe effect of SSI in the response of the pile is more significant when the structure-foundation system

Keywords： finite element method     piled raft     tall chimney     soil-structure interaction     along-wind load    

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Title Author Date Type Operation

Effects of Engineering Factors on Structure Response in Vibration Test

Chen Youling,Zhu Xuewang,Zhu Changchun

Journal Article

Review of the crushing response of collapsible tubular structures

Vivek PATEL, Gaurav TIWARI, Ravikumar DUMPALA

Journal Article

Solvability and thermal response of cellulose with different crystal configurations

Qian CHEN, Kai ZHENG, Qingtao FAN, Kun WANG, Haiyan YANG, Jianxin JIANG, Shijie LIU

Journal Article

Comprehensive review of modeling, structure, and integration techniques of smart buildings in the cyber-physical-social

Journal Article

Structural dimension optimization and mechanical response analysis of fabricated honeycomb plastic pavement

Zixuan CHEN; Tao LIU; Xiao MA; Hanyu TANG; Jianyou HUANG; Jianzhong PEI

Journal Article

Seismic analysis of a super high-rise steel structure with horizontal strengthened storeys

Yuanqing WANG, Hui ZHOU, Yongjiu SHI, Yi HUANG, Gang SHI, Siqing WEN

Journal Article

Seismic performance of prestressed concrete stand structure supporting retractable steel roof

Yiyi CHEN, Dazhao ZHANG, Weichen XUE, Wensheng LU

Journal Article

Application of an efficient stochastic calculation method on the seismic analysis of an isolated structure

Wei GUO, Zhiwu YU

Journal Article

Research of mid and high frequency response of complex mechanical structures using energy finite element

Zhu Danhui,Xie Miaoxia,Kong Xiangjie,Zhang Wenbo,Chen Hualing

Journal Article

Wind-induced vibration control of Hefei TV tower with fluid viscous damper

Zhiqiang ZHANG , Aiqun LI , Jianping HE , Jianlei WANG ,

Journal Article

Soil PAH Concentrations Decrease in China in response to the Adjustment of the Energy Structure During

Xinghui Xia, Yanan Liu, Zhenrui Zhang, Nannan Xi, Jiaao Bao, Zhifeng Yang

Journal Article

Development of a seismic design method based on response spectra for building structures

ZHOU Xiyuan, YU Ruifang

Journal Article

Confining pressure effect on dynamic response of high rockfill dam

Xuexing CAO, Yunlong HE, Kun XIONG,

Journal Article

The contribution of cross modality to fatigue damage accumulation of structure subjected to random vibration

Zhu Xuewang,Liu Qinglin

Journal Article

Response in piled raft foundation of tall chimneys under along-wind load incorporating flexibility of

B. R. JAYALEKSHMI,S.V. JISHA,R. SHIVASHANKAR

Journal Article