Resource Type

Journal Article 1031

Year

2023 69

2022 78

2021 65

2020 72

2019 49

2018 45

2017 47

2016 43

2015 51

2014 44

2013 41

2012 45

2011 41

2010 55

2009 54

2008 39

2007 37

2006 28

2005 27

2004 21

open ︾

Keywords

model 15

model test 15

numerical simulation 15

mathematical model 14

cable-stayed bridge 12

kinetic model 10

optimization 9

COVID-19 7

suspension bridge 7

uncertainty 7

Deep learning 6

sensitivity analysis 6

China 5

constitutive model 5

FEM 4

Machine learning 4

development model 4

numerical model 4

sustainable development 4

open ︾

Search scope:

排序： Display mode:

Influence of damages on static behavior of single-layer cable net supported glass curtain wall: full-scalemodel test

Gang SHI, Yongjiu SHI, Yuanqing WANG, Yongzhi ZUO, Xiaohao SHI, Zaoyang GUO,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 3,   Pages 383-395 doi: 10.1007/s11709-010-0074-6

Abstract: The single-layer cable net supported glass curtain wall has been applied in many building structuresTo study the influence of such damages on the static behavior of the single-layer cable net supportedglass curtain wall, a full-scale model with the outside outline size of 4.85 m × 4.85 Two kinds of damages that are the cable prestress loss and cable anchorage end failure are led into thestructure model during the test, and their influence has been investigated.

Keywords： single-layer plane cable net supported glass curtain wall     damage     cable prestress loss     cable anchorage    

HTML PDF Collect

Design and analysis for health-diagnosis-oriented test model of cable stayed bridge

Zhang Guogang,Fang Zhi,Tang Shenghua,Chen Sujun,Chen Feng

Strategic Study of CAE 2012, Volume 14, Issue 11,   Pages 49-56

Abstract: text-align: justify;">Taking the Hesheng Bridge as the prototype, a health-diagnosis-oriented concrete cable-stayedwere analyzed in model design process.The initial finite element model(FEM) of prototype and model bridge were established and the baselineFEM were computed after model updating.The method can provide a reference for the model design of concrete cable stayed bridge.

Keywords： concrete cable-stayed bridge     model design     model updating     damage diagnosis    

HTML PDF Collect

Thermal fluid-structure interaction and coupled thermal-stress analysis in a cable stayed bridge exposed

Nazim Abdul NARIMAN

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 4,   Pages 609-628 doi: 10.1007/s11709-018-0452-z

Abstract: Extended finite element method (XFEM) is adopted to create 3D models of the cable stayed bridge to simulate

Keywords： fire scenario     transient heat transfer     TFSI model     coupled thermal-stress     XFEM    

HTML PDF Collect

The estimation for state of cable based on improved Weibull distribution model

Zhang Tieyan,Wang Chengmin,Sun Qiuye,Zhang Huaguang

Strategic Study of CAE 2008, Volume 10, Issue 10,   Pages 42-46

Abstract:

The estimation for state of cable is significant to state of cable managementThe famous methods for state estimation of cable are Weibull distribution model and Arrhenius method.A method for measurement of Arrhenius model activation energy is presented.And the Weibull distribution model is used for state estimation of cable.The simulation based on overhaul data, test data and monitor data of the cables for Arrhenius model shows

Keywords： cable     state estimation     Arrhenius model     Weibull distribution    

HTML PDF Collect

Finite element modeling of cable sliding and its effect on dynamic response of cable-supported truss

Yujie YU, Zhihua CHEN, Renzhang YAN

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 5,   Pages 1227-1242 doi: 10.1007/s11709-019-0551-5

Abstract: The cable system of cable-supported structures usually bears high tension forces, and clip joints mayfail to resist cable sliding in cases of earthquake excitations or sudden cable breaks.uses cable length and the original length relations.During seismic excitations, the cable sliding behavior in the cable-supported truss have an averagingThe slidable cable joints can greatly reduce the ability of a cable system to resist sudden cable breaks

Keywords： sliding cable     explicit solution framework     original length method     seismic response     cable rupture    

HTML PDF Collect

Analytical dynamic solution of a flexible cable-suspended manipulator

Mahdi BAMDAD

Frontiers of Mechanical Engineering 2013, Volume 8, Issue 4,   Pages 350-359 doi: 10.1007/s11465-013-0271-9

Abstract:

Cable-suspended manipulators are used in large scale applications with, heavy in weight and long inIt seems impractical to maintain cable assumptions of smaller robots for large scale manipulators.In this paper, an analytic solution is provided to solve cable vibration.

Keywords： parallel robot     flexible cable     suspended robot     dynamic    

HTML PDF Collect

State-of-the-art on theories and applications of cable-driven parallel robots

Frontiers of Mechanical Engineering 2022, Volume 17, Issue 3, doi: 10.1007/s11465-022-0693-3

Abstract: Cable-driven parallel robot (CDPR) is a type of high-performance robot that integrates cable-driven kinematicThis paper summarizes the kernel theories and developments of CDPRs, covering configuration design, cable-forceKinematic modeling, workspace analysis, and cable-force solution are illustrated.In addition, engineering problems such as cable materials, reliability design, and a unified control

Keywords： cable-driven parallel robot     kinematics     optimization     dynamics     control    

HTML PDF Collect

Design and modeling of continuum robot based on virtual-center of motion mechanism

Frontiers of Mechanical Engineering 2023, Volume 18, Issue 2, doi: 10.1007/s11465-022-0739-6

Abstract: Then, the pseudo-rigid body (PRB) model of the leaf is extended to the VCM mechanism, and the stiffnessFinally, experiments and simulations are used to validate the accuracy and validity of the PRB model

Keywords： VCM mechanism     continuum robot     flexural joint     pseudo-rigid body model     cable-driven    

HTML PDF Collect

Development of a masticatory robot using a novel cable-driven linear actuator with bidirectional motion

Frontiers of Mechanical Engineering 2022, Volume 17, Issue 4, doi: 10.1007/s11465-022-0687-1

Abstract: A cable-driven linear actuator (CDLA) capable of bidirectional motion is proposed in this study to designThe CDLA presents remarkable advantages, such as lightweight and high stiffness structure, in using cableperformance experiment validate the CDLA’s efficiency, with its stiffness reaching 1379.6 N/mm (number of cable

Keywords： masticatory robot     cable-driven     linear actuator     parallel robot     stiffness analysis    

HTML PDF Collect

Influence of motor cable on common-mode currents in an inverter-fed motor drive system None

Peng-kang XIE, Jia-zheng LU, Guo-zhu CHEN, Heng-lin CHEN

Frontiers of Information Technology & Electronic Engineering 2018, Volume 19, Issue 2,   Pages 273-284 doi: 10.1631/FITEE.1601518

Abstract: The power cable parameters are ex-tracted by the finite element method and validated by measurements.The CM currents at the motor and inverter terminals are obtained, and the influence of the cable lengthand cable type on the CM currents is analyzed.

Keywords： Common-mode currents     Cable model     Motor drive system     Parameter extraction    

HTML PDF Collect

Nonlinear analysis of cable structures using the dynamic relaxation method

Mohammad REZAIEE-PAJAND, Mohammad MOHAMMADI-KHATAMI

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 1,   Pages 253-274 doi: 10.1007/s11709-020-0639-y

Abstract: The analysis of cable structures is one of the most challenging problems for civil and mechanical engineersTo utilize this scheme, investigators have suggested various stiffness matrices for a cable element.Moreover, a variety of benchmark problems are suggested by the authors for future studies of cable structures

Keywords： nonlinear analysis     cable structure     stiffness matrix     dynamic relaxation method    

HTML PDF Collect

A modular cable-driven humanoid arm with anti-parallelogram mechanisms and Bowden cables

Frontiers of Mechanical Engineering 2023, Volume 18, Issue 1, doi: 10.1007/s11465-022-0722-2

Abstract: This paper proposes a novel modular cable-driven humanoid arm with anti-parallelogram mechanisms (APMsNext, Bowden cables are used to connect the joints and their driving units to obtain a modular cable-driven

Keywords： modular robotic arm     anti-parallelogram mechanism     Bowden cable     humanoid arm     lightweight joint design    

HTML PDF Collect

Seismic design of high-rise towers for cable-stayed bridges under strong earthquakes

Yan XU, Shide HU

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4,   Pages 451-457 doi: 10.1007/s11709-011-0127-5

Abstract: This paper presents the first of a series of studies on the seismic design of high-rise towers for cable-stayedOne practical cable-stayed bridge with a 730 m long main span and two high-rise towers over 200 m in

Keywords： high-rise tower     cable-stayed bridge     strong earthquake     seismic design    

HTML PDF Collect

Dynamic performance of submerged floating tunnel with different mooring styles subjected to anchor cable

Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0932-7

Abstract: excitation as well as the effects of underwater structures and corrosion, the risk of local anchor cableA custom-designed cable failure device and the birth-and-death element method are used to simulate cableA physical-scale segmental model of an SFT with different mooring styles under anchor cable failure isA segmental and entire-length mathematical model is developed using the ANSYS program to perform theMoreover, the progressive failure of the SFT under cable failure is investigated via a segment model

Keywords： dynamic behaviors     submerged floating tunnel     cable failure     mooring style     progressive failure    

HTML PDF Collect

Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength

Zhe ZHANG , Huili WANG , Xiaomeng GE , Sifeng QIN ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3,   Pages 286-291 doi: 10.1007/s11709-009-0045-y

Abstract: The limit span of self-anchored cable-stayed suspension bridge is deduced.Based on the material strength and commonly used materials, the limit spans of self-anchored cable-stayedThe results indicate that increasing rise-span ratio, height-span ratio and cable-stayed segment length

Keywords： cable-stayed suspension     self-anchored     limit span    

HTML PDF Collect

Title Author Date Type Operation

Influence of damages on static behavior of single-layer cable net supported glass curtain wall: full-scalemodel test

Gang SHI, Yongjiu SHI, Yuanqing WANG, Yongzhi ZUO, Xiaohao SHI, Zaoyang GUO,

Journal Article

Design and analysis for health-diagnosis-oriented test model of cable stayed bridge

Zhang Guogang,Fang Zhi,Tang Shenghua,Chen Sujun,Chen Feng

Journal Article

Thermal fluid-structure interaction and coupled thermal-stress analysis in a cable stayed bridge exposed

Nazim Abdul NARIMAN

Journal Article

The estimation for state of cable based on improved Weibull distribution model

Zhang Tieyan,Wang Chengmin,Sun Qiuye,Zhang Huaguang

Journal Article

Finite element modeling of cable sliding and its effect on dynamic response of cable-supported truss

Yujie YU, Zhihua CHEN, Renzhang YAN

Journal Article

Analytical dynamic solution of a flexible cable-suspended manipulator

Mahdi BAMDAD

Journal Article

State-of-the-art on theories and applications of cable-driven parallel robots

Journal Article

Design and modeling of continuum robot based on virtual-center of motion mechanism

Journal Article

Development of a masticatory robot using a novel cable-driven linear actuator with bidirectional motion

Journal Article

Influence of motor cable on common-mode currents in an inverter-fed motor drive system

Peng-kang XIE, Jia-zheng LU, Guo-zhu CHEN, Heng-lin CHEN

Journal Article

Nonlinear analysis of cable structures using the dynamic relaxation method

Mohammad REZAIEE-PAJAND, Mohammad MOHAMMADI-KHATAMI

Journal Article

A modular cable-driven humanoid arm with anti-parallelogram mechanisms and Bowden cables

Journal Article

Seismic design of high-rise towers for cable-stayed bridges under strong earthquakes

Yan XU, Shide HU

Journal Article

Dynamic performance of submerged floating tunnel with different mooring styles subjected to anchor cable

Journal Article

Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength

Zhe ZHANG , Huili WANG , Xiaomeng GE , Sifeng QIN ,

Journal Article