Resource Type

Journal Article 561

Conference Videos 20

Year

2023 13

2022 26

2021 36

2020 26

2019 29

2018 30

2017 23

2016 15

2015 12

2014 16

2013 40

2012 38

2011 45

2010 63

2009 51

2008 29

2007 23

2006 10

2005 9

2004 8

open ︾

Keywords

Three Gorges Project 33

suspension bridge 21

bridge 16

cable-stayed bridge 12

Sutong Bridge 10

Taizhou Bridge 9

Three Gorges Project ship lift 9

three-dimensional 9

ship lift 8

concrete 7

construction 6

FEM 4

Hong Kong-Zhuhai-Macao Bridge 4

bridge engineering 4

dynamic response 4

finite element method 4

numerical simulation 4

steel box girder 4

the Fourth Nanjing Yangtze River Bridge 4

open ︾

Search scope:

排序： Display mode:

Structure style selection and key structural design of herringbone steel middle pylon of three-pylonsuspension bridge

Hua Xin,Han Dazhang,Zhou Yanfeng,Xu Ruifeng

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 37-42

Abstract:

The total stiffness of a three-pylon suspension bridge is relativelyThe middle pylon structure of a three-pylon suspension bridge has great influence on the mechanical behaviorof the whole bridge.to span of the bridge needs to be solved.Based on the analysis of the characteristics and structural behavior of middle pylon of Taizhou Bridge

Keywords： three-pylon suspension bridge     steel middle pylon     structure style selection     key structural     design中国工程科学    

HTML PDF Collect

Dynamic behavior analysis of Taizhou Bridge

Ruan Jing,Ma Rujin

Strategic Study of CAE 2010, Volume 12, Issue 8,   Pages 83-87

Abstract: The three- pylon two-span suspension bridge does have different static and dynamic behaviors comparingwith traditional one-span suspension bridge.This paper analyzes the dynamic behavior of Taizhou Bridge under construction stage and operation stage

Keywords： three-pylon two-span suspension bridge     dynamic property     self-vibration frequency     vibration shape    

HTML PDF Collect

Displacement characteristics of long span three-tower suspension bridge

Chen Ce, Yin Haihua

Strategic Study of CAE 2010, Volume 12, Issue 8,   Pages 79-82

Abstract:

Taizhou Yangtze Highway Bridge adopts three-tower suspension bridge schemeThis paper studies the different displacement traits between three-tower suspension bridge and two-towersuspension bridge.sag-to-span ratio and side span's length to middle span's ratio, on displacement feature of three-towersuspension bridge.

Keywords： three-tower suspension bridge     Taizhou Bridge     displacement characteristics     influencing parameters    

HTML PDF Collect

Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world

Zhong Jianchi

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 4-8

Abstract:

Taizhou Bridge, locating at the middle of Jiangsu Province, connectingThe bridge is the first kilometer level three span suspension bridge in the world.The middle tower of the bridge adopts longitudinal shape of herringbone fashion for the first time ininnovations are carried out to construct the great engineering project, such as the design techniques of the three-towersuspension bridge, the precise locating and bottom-sealing technique of the super scale caisson foundation

Keywords： three-tower suspension bridge     innovation     design     caisson in water     herringbone steel tower    

HTML PDF Collect

Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge

Wang Jun and Liang Jinda

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 41-45

Abstract:

Taizhou Bridge is the first three-tower two-span suspension bridge withstreamline steel box girders, with a total of 136 steel box girders of about 33 426 t for the whole bridgeThis article determines the proper lifting sequence of steel box girders of this threetower suspensionbridge by analyzing the effect of steel box girders lifting sequence on structural system and difficulty

Keywords： three tower two pan suspension bridge     steel box girder     lifting sequence    

HTML PDF Collect

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: However, the possibilities of pylon plastic behavior were revealed in recent earthquake damages.bridge was designed and tested on the shaking table longitudinally.The dynamic response and seismic behavior of the pylon were measured, evaluated and compared to reveal, which means a sufficient safety margin for current pylon longitudinal design.The most vulnerable parts of the pylon appeared first at the pylon bottom region, cracks opening and

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

HTML PDF Collect

Mechanical performance analysis and stiffness test of a new type of suspension bridge

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 5,   Pages 1160-1180 doi: 10.1007/s11709-021-0760-6

Abstract: A new type of suspension bridge is proposed based on the gravity stiffness principle.Compared with a conventional suspension bridge, the proposed bridge adds rigid webs and cross braces.The rigid webs and cross braces are installed after the construction of a conventional suspension bridgeA new type of railway suspension bridge with a span of 340 m and a highway suspension bridge with a spanThe results showed that the new suspension bridge had a better performance than the conventional suspension

Keywords： new type of suspension bridge     stiffness test     mechanical performance     railway bridge     space truss    

HTML PDF Collect

Study on overall lifting program for steel box girder of large span of three-span continuous suspensionbridge

Yao Qingtao,Pan Guilin,Yao Qingtao,He Chaoran

Strategic Study of CAE 2013, Volume 15, Issue 8,   Pages 54-59

Abstract:

Unlike single-span suspension bridge,the three -span continuous suspensionbridge is mainly characterized by slings set in both side spans, and the continuous transition of stiffeningregion, so the lifting method and key construction process for the stiffening girders of the type of suspensionbridge is relatively complex. the Fourth Nanjing Yangtze River Bridge as the background, and accordingto the structural features of the large span three-span continuous suspension bridge, the reasonable

Keywords： three-span continuous suspension bridge     steel box girder     lifting program     closure     saddle pushing    

HTML PDF Collect

Fatigue analysis of steel box girder in key sections for threetower suspension bridge under random vehicle

Chen Ce,Ji Bohai and Liu Rong

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 75-79

Abstract:

Taizhou Bridge is the first kilometer level threetower and twospansuspension bridge in the world.The three-dimensional fullbridge FEM (finite element method) model of the Taizhou Bridge and the randomvehicle loading on the bridge finite element model by simplified vehicle load model are established.

Keywords： three-tower suspension bridge     orthotropic plate     fatigue stress analysis     key sections    

HTML PDF Collect

Investigations concerning seismic response control of self-anchored suspension bridge with MR dampers

YANG Menggang, HU Jianhua

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 1,   Pages 43-48 doi: 10.1007/s11709-008-0011-0

Abstract: To mitigate the seismic response of self-anchored suspension bridges, equations of motion governing thecoupled system of bridge- magneto-rheological (MR) dampers subject to seismic excitation are formulatedcomputer program is developed and employed for studying the seismic response control of a self-anchored suspensionbridge with a main span of 350 m.The numerical results indicate the longitudinal displacement of the tower top and bridge girder decrease

Keywords： longitudinal displacement     corresponding computer     excitation     phenomenological     self-anchored suspension    

HTML PDF Collect

The curve adjustment method of girder segments without hangers for suspension bridge with three-span

Qi Zhaochen,Tang Maolin,Cui Bing,Dong Meng,Wang Ming

Strategic Study of CAE 2013, Volume 15, Issue 8,   Pages 37-41

Abstract: curve when connecting the segments near the tower rigidly and transferring structure system for the suspensionbridge with three-span continuous stiffening girder.at home and abroad of girder segments without hangers are discussed in this paper, and by taking a suspensionbridge of over 1 000 m with three-span continuous stiffening girder as an example, the system transformation

Keywords： suspension bridge     stiffening girder     region without hangers     curve    

HTML PDF Collect

Calculation method on shape finding of self-anchored suspension bridge with spatial cables

Yan HAN, Zhengqing CHEN, Shidong LUO, Shankui YANG

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2,   Pages 165-172 doi: 10.1007/s11709-009-0021-6

Abstract: the spatial model, a reliable and accurate calculation method on the shape finding of self-anchored suspensionbridge with spatial cables was studied in this paper.By using a numerical method combining with the finite element method, one self-anchored suspension bridgemain cables, the position of the saddle, and the pre-offsetting of the saddle of the self-anchored suspensionbridge were given.

Keywords： bridge engineering     self-anchored suspension bridges     special cables     shape-finding     calculation method    

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.on the material strength and commonly used materials, the limit spans of self-anchored cable-stayed suspension

Keywords： cable-stayed suspension     self-anchored     limit span    

HTML PDF Collect

Research of three-span continuous elastic supporting suspension bridge structure system design

Dong Meng,Cui Bing,Wang Xiaojun

Strategic Study of CAE 2013, Volume 15, Issue 8,   Pages 18-25

Abstract: text-align: justify;">With an extraodinary complex structure structure, the Fourth Nanjing Yangtze River Bridge, a three-span continuous suspension bridge, is scarce in the world.longitudinal displacement and vertical displacement, as well as to propose a propor structure system, three-spancontinuous elastic supporting suspension bridge structure system, according to the pactical issue ofthe Fourth Nanjing Yangtze River Bridge, which is of innovative significance.

Keywords： the Fourth Nanjing Yangtze River Bridge     elastic supporting     structure system    

HTML PDF Collect

Cross-sea suspension bridge maintenance management based on risk management

Guo Jian,Zhang Qiang,Ma Jinghai

Strategic Study of CAE 2010, Volume 12, Issue 7,   Pages 64-67

Abstract: methodology and quantitative management theory, the inspection and maintenance management of trans-oceanic suspensionbridge is broken down to sub procedures on the element level.

Keywords： suspension bridge     inspection and management     bridge management system     risk management    

HTML PDF Collect

Title Author Date Type Operation

Structure style selection and key structural design of herringbone steel middle pylon of three-pylonsuspension bridge

Hua Xin,Han Dazhang,Zhou Yanfeng,Xu Ruifeng

Journal Article

Dynamic behavior analysis of Taizhou Bridge

Ruan Jing,Ma Rujin

Journal Article

Displacement characteristics of long span three-tower suspension bridge

Chen Ce, Yin Haihua

Journal Article

Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world

Zhong Jianchi

Journal Article

Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge

Wang Jun and Liang Jinda

Journal Article

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

Yan XU, Shijie ZENG, Xinzhi DUAN, Dongbing JI

Journal Article

Mechanical performance analysis and stiffness test of a new type of suspension bridge

Journal Article

Study on overall lifting program for steel box girder of large span of three-span continuous suspensionbridge

Yao Qingtao,Pan Guilin,Yao Qingtao,He Chaoran

Journal Article

Fatigue analysis of steel box girder in key sections for threetower suspension bridge under random vehicle

Chen Ce,Ji Bohai and Liu Rong

Journal Article

Investigations concerning seismic response control of self-anchored suspension bridge with MR dampers

YANG Menggang, HU Jianhua

Journal Article

The curve adjustment method of girder segments without hangers for suspension bridge with three-span

Qi Zhaochen,Tang Maolin,Cui Bing,Dong Meng,Wang Ming

Journal Article

Calculation method on shape finding of self-anchored suspension bridge with spatial cables

Yan HAN, Zhengqing CHEN, Shidong LUO, Shankui YANG

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

Research of three-span continuous elastic supporting suspension bridge structure system design

Dong Meng,Cui Bing,Wang Xiaojun

Journal Article

Cross-sea suspension bridge maintenance management based on risk management

Guo Jian,Zhang Qiang,Ma Jinghai

Journal Article