Resource Type

Journal Article 794

Year

2023 24

2022 34

2021 33

2020 42

2019 44

2018 40

2017 37

2016 30

2015 23

2014 31

2013 49

2012 46

2011 53

2010 73

2009 67

2008 46

2007 39

2006 13

2005 10

2004 9

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

numerical simulation 9

three-dimensional 9

concrete 8

ship lift 8

construction 6

design 6

FEM 4

Hong Kong-Zhuhai-Macao Bridge 4

bearing capacity 4

bridge engineering 4

dynamic response 4

finite element method 4

open ︾

Search scope:

排序： Display mode:

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

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

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

Anti-sliding safety assessment for main saddle on middle tower of Taizhou Bridge

Ruan Xin,Ruan Jing,Chen Airong and Guo Ji

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 71-74

Abstract: Three methods to assess the safety of saddle sliding on middle tower of the Taizhou Bridge are presentedRandom traffic flow simulation model is developed to simulate real traffic situation on the bridge.All three assessment results indicate that the middle tower saddle of the Taizhou Yangtze River Bridge

Keywords： three-tower two-span suspension bridge     middle tower saddle     deterministic assessment     probabilistic    

HTML PDF Collect

Pretest analysis of shake table response of a two-span steel girder bridge incorporating acceleratedbridge construction connections

Elmira SHOUSHTARI, M. Saiid SAIIDI, Ahmad ITANI, Mohamed A. MOUSTAFA

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1,   Pages 169-184 doi: 10.1007/s11709-019-0590-y

Abstract: This paper presents pretest analysis of a shake table test model of a 0.35-scale, two-span, steel plategirder bridge.The objective of pretest analysis was to obtain an insight on the seismic response of the bridge modelThe bridge included seat type abutments, full-depth precast deck panels, and a two-column bent in whichSix accelerated bridge construction connections were incorporated in the bridge model.

Keywords： shake table test     accelerated bridge construction     steel girder bridge     OpenSEES     UHPC     simple for dead continuous    

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 schemewhich has two 1 080 m main span in its primary design.This paper studies the different displacement traits between three-tower suspension bridge and two-towersuspension bridge.suspension bridge.

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

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.In light of this point, a 1/20 scaled concrete pylon model which from a typical medium span cable-stayedbridge was designed and tested on the shaking table longitudinally., 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

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 suspensionregion, 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 reasonablelifting program is determined through the comparison and analysis on two different types of lifting

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

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 suspensionThe corresponding upper limit spans and the effect of the factors on the span are given.The results indicate that increasing rise-span ratio, height-span ratio and cable-stayed segment lengthor reducing the second dead load could increase the cooperation system span.

Keywords： cable-stayed suspension     self-anchored     limit span    

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

Model Tests and Comparative Study of the Pylon's Anchorage Zone of Two Long-span Cablae-stayed Bridges

Liu Zhao,Meng Shaoping,Lü Zhitao

Strategic Study of CAE 2003, Volume 5, Issue 12,   Pages 48-54

Abstract:

Two model tests for pylon´s anchorage zone of two long-span cable-stayed bridges, the SecondNanjing Yangtze River Bridge and the Runyang Yangtze River Bridge, are expounded in this paper.of prestress tendons in anchorage zone, and the emulation effects of segment model test to integral pylonThe results can be a reference for the design of pylon of cable-stayed bridges.

Keywords： cable-stayed bridge     pylon     model test     design research    

HTML PDF Collect

Key construction techniques for superstructure of the Fourth Nanjing Yangtze River Bridge

He Chaoran,Pan Guilin,Li Youwei

Strategic Study of CAE 2013, Volume 15, Issue 8,   Pages 42-47

Abstract:

The Fourth Nanjing Yangtze River Bridge, the longest suspension bridgein China, as well as the third one in the world, is a two-tower three-span suspension bridge with themain span of 1 418 m.It can provide some references for the construction of the superstructures for the similar suspension

Keywords： the Fourth Nanjing Yangtze River Bridge     two-tower three-span suspension bridge     superstructure construction    

HTML PDF Collect

Dynamic response of a long span suspension bridge and running safety of a train under wind action

GUO Weiwei, XIA He, XU You-lin

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 1,   Pages 71-79 doi: 10.1007/s11709-007-0007-1

Abstract: A dynamic analysis model of a wind-train-bridge system is established.The proposed formulations are then applied to a long rail-cum-road suspension bridge.The dynamic responses of the bridge and the train under wind action are analyzed.The results show that the lateral and rotational displacements of the bridge are dominated by wind, while

Keywords： rotational     offload     vertical     m/s     attention    

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

Aerodynamic stability evolution tendency of suspension bridges with spans from 1000 to 5000 m

Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0980-z

Abstract: suspension bridges.Finite element models of suspension bridges with increasing span from 1000 to 5000 m were constructedWe performed three-dimensional (3-D) full-mode flutter analysis and nonlinear aerostatic instabilityThis study proposes that suspension bridge with span approximately 3000 m should be focused on both aerostaticsuspension bridges with spans longer than 3000 m.

Keywords： suspension bridge     super long-span     finite element model     aerodynamic instability     aerodynamic configuration    

HTML PDF Collect

Title Author Date Type Operation

Dynamic behavior analysis of Taizhou Bridge

Ruan Jing,Ma Rujin

Journal Article

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

Zhong Jianchi

Journal Article

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

Anti-sliding safety assessment for main saddle on middle tower of Taizhou Bridge

Ruan Xin,Ruan Jing,Chen Airong and Guo Ji

Journal Article

Pretest analysis of shake table response of a two-span steel girder bridge incorporating acceleratedbridge construction connections

Elmira SHOUSHTARI, M. Saiid SAIIDI, Ahmad ITANI, Mohamed A. MOUSTAFA

Journal Article

Displacement characteristics of long span three-tower suspension bridge

Chen Ce, Yin Haihua

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

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

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

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

Journal Article

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

Wang Jun and Liang Jinda

Journal Article

Model Tests and Comparative Study of the Pylon's Anchorage Zone of Two Long-span Cablae-stayed Bridges

Liu Zhao,Meng Shaoping,Lü Zhitao

Journal Article

Key construction techniques for superstructure of the Fourth Nanjing Yangtze River Bridge

He Chaoran,Pan Guilin,Li Youwei

Journal Article

Dynamic response of a long span suspension bridge and running safety of a train under wind action

GUO Weiwei, XIA He, XU You-lin

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

Aerodynamic stability evolution tendency of suspension bridges with spans from 1000 to 5000 m

Journal Article