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Journal Article 7

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2018 1

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pylon 3

cable-stayed bridge 2

Sutong Bridge 1

Sutong cable-stayed bridge 1

block 1

cable stay 1

construction control 1

design research 1

design中国工程科学2010年第12卷第4期 1

dynamic property 1

foundation 1

group-pile foundation 1

key structural 1

model test 1

plate element 1

scour protection 1

segment 1

seismic behavior 1

self-vibration frequency 1

shaking table test 1

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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: However, the possibilities of pylon plastic behavior were revealed in recent earthquake damages.The lack of due diligence in the nonlinear seismic behavior of the pylon has caused a blurry understandingThe 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

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

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 behaviorBased on the analysis of the characteristics and structural behavior of middle pylon of Taizhou Bridge, structure selection of the pylon is done and longitudinal herringbone steel pylon is taken.plates, structure dispose of branching nodes, connection type between the bottom of steel pylon and

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

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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 Secondof 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

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Overall process design of herringbone steel pylon

Ji Lin,Zhang Yongli

Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 43-47

Abstract:

The central tower of Taizhou Bridge adopts the vertical steel tower structure for the first time in the world and its manufacturing and installation are also difficult. Through targeted analysis in the steel-concrete composite section, the integral segment, the lower link segment and different structural forms of the steel tower, we propose different manufacturing programs for different segments, and the application to Taizhou Bridge will provide references and technical support for using high-strength steel plate and manufacturing of the steel tower with complex structural forms.

Keywords： plate element block segment steel tower technology design

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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 comparing

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

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Sutong Bridge—a cable-stayed bridge with main span of 1 088 meters

You Qingzhong,He Ping,Dong Xuewu,Zhang Xigang,Wu Shouchang

Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 14-19

Abstract:

In this paper, design and construction concepts are briefly presented. Furthermore, key technologies and innovative achievements are summarized mainly on piled foundation bearing capacity analysis, river bed scour protection and monitoring, superstructure wind-resistance study, mid-span closure method as well as long cantilever structure construction control.

Keywords： Sutong cable-stayed bridge foundation pylon steel box girder cable stay construction control

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Design and construction of Sutong Bridge deep-water main pylon foundations

Ren Huixing,Ouyang Xiaoyong,He Maosheng,Yang Hong,Sun Keqiang

Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 38-43

Abstract: conditions, foundation design and construction, introduces some considerations in the designing of main-pylon, such as deep water, tidal effect, soft stratum and heavy traffic, during the construction of main-pylon

Keywords： Sutong Bridge group-pile foundation steel cofferdam scour protection