Control of Human-Induced Vibrations of a Curved Cable-Stayed Bridge: Design, Implementation, and Field Validation

2016 ◽  
Vol 21 (7) ◽  
pp. 04016028 ◽  
Author(s):  
Q. Wen ◽  
X. G. Hua ◽  
Z. Q. Chen ◽  
Y. Yang ◽  
H. W. Niu
Keyword(s):  
Field Validation ◽  
Bridge Design ◽  
Cable Stayed Bridge

Fast Tracking the Pulau Poh Cable-stayed Bridge

2018 ◽  
Author(s):  
Chet Chie Voon ◽  
Hiang Miang Goh ◽  
Chuan Seng Koo
Keyword(s):  
Cross Section ◽  
Fast Track ◽  
Rainfall Intensity ◽  
Stay Cable ◽  
Bridge Design ◽  
Environmental Challenges ◽  
High Rainfall ◽  
Fast Tracking ◽  
Cable Stayed Bridge ◽  
Design Life

<p>The construction of the Pulau Poh cable-stayed bridge has been challenging both technically and environmentally. The curved pylon shape in two planes, with changing cross section and heavily congested reinforcement pose constructability concerns. Accurate geometry control and positioning of stay cable anchorages within the pylon is crucial to ensure the bridge meets its intended design life. Located in an area with high rainfall intensity presents additional environmental challenges, where working areas are constantly submerged. To address the challenges and meet the project deadline, innovative construction methodologies are being adopted. The bridge design was also revisited, taking into consideration the construction approach. This paper aims to explain the challenges faced and methods used to fast track the construction of the Pulau Poh cable-stayed bridge.</p>

New Technology for Cable-stayed Bridge Design of Zhanjiang Bay Crossing

2008 ◽  
Vol 17 (3) ◽  
pp. 470-471
Author(s):  
Qiang Zhang ◽  
Baofeng Gao ◽  
Chengyu Liu ◽  
Mujie Liao
Keyword(s):  
New Technology ◽  
Bridge Design ◽  
Cable Stayed Bridge

Analysis on Reasonable Structure of Main Girder of Harp Shaped Cable-Stayed Bridge without Backstays

2011 ◽  
Vol 90-93 ◽  
pp. 1061-1068
Author(s):  
Ai Jun Chen ◽  
Guo Jing He
Keyword(s):  
Design Parameters ◽  
Bridge Design ◽  
Structure Selection ◽  
Cable Stayed Bridge ◽  
Design Philosophy ◽  
Section Design ◽  
Selection For ◽  
Main Girder ◽  
Cable Stayed Bridges

Harp shaped cable-stayed bridges without backstays are popular due to their beautiful and unique styles; they employ leaning tower columns to balance the constant and movable loads on the decks and are not provided with backstays, so they are beyond the traditional bridge design philosophy. In this paper, we discussed the reasonable structure of the main girder of Changsha Hongshan Bridge – a harp shaped cable-stayed bridge without backstays through changing the design parameters of the main girder in respect of design so as to provide important reference for design of this kind of bridges, and the research mainly related to such aspects as the structure selection for and section design of the main girder, the influence of overweight of main girder on the force on the structure, the length of non-cable area of the main girder, the span of auxiliary hole, etc.

scholarly journals INOVATYVAUS ŠAKOTINIO PLIENINIO VANTINIO PĖSČIŲJŲ TILTO LYGINAMOJI ANALIZĖ / COMPARATIVE ANALYSIS OF INNOVATIVE BRANCHED STEEL CABLE-STAYED PEDESTRIAN BRIDGE

2018 ◽  
Vol 10 (0) ◽  
pp. 1-7 ◽  
Author(s):  
Modestas Stragys
Keyword(s):  
Comparative Analysis ◽  
Bridge Design ◽  
Bridge Construction ◽  
Steel Cable ◽  
Design Review ◽  
Pedestrian Bridge ◽  
Advantages And Disadvantages ◽  
Cable Stayed Bridge

Innovative steel cable-stayed pedestrian bridge design review is provided. The design advantages and disadvantages are presented. Innovative steel cable-stayed pedestrian bridge construction comparative analysis with similar 80 m span cable-stayed bridge construction and an overview of the main criteria are provided. Conclusions of analysis are formed. Santrauka Straipsnyje pateikiama inovatyvios plieninio vantinio pėsčiųjų tilto konstrukcijos apžvalga, kurioje pristatomi konstrukcijos privalumai ir trūkumai. Analizuojama inovatyvi plieninio vantinio pėsčiųjų tilto konstrukcija, kuri vėliau lyginama su analogiško 80 m tarpatramio vienpilonio pluoštinio vantinio tilto konstrukcija. Analizuojami naujos, inovatyvios sandaros vantinio tilto ir tradicinio pluoštinio tilto įrąžų skirtumai, pateikiami analizės rezultatai, parodantys naujos konstrukcijos pranašumus prieš tradicinį vantinį tiltą. Straipsnyje pateikiami techninės ekonominės analizės rezultatai, apžvelgiami pagrindiniai naujos sandaros tilto kriterijai ir suformuojamos išvados.

scholarly journals THE PRELIMINARY DESIGN AND TECHNICAL-ECONOMIC EFFICIENCY OF THE TWO-LEVEL BRANCHED CABLE-STAYED BRIDGE

2019 ◽  
Vol 11 (1) ◽  
pp. 17-24 ◽  
Author(s):  
Modestas Stragys
Keyword(s):  
Comparative Analysis ◽  
Economic Efficiency ◽  
Design Methodology ◽  
Preliminary Design ◽  
Bridge Structure ◽  
Bridge Design ◽  
Steel Cable ◽  
Pedestrian Bridge ◽  
Advantages And Disadvantages ◽  
Cable Stayed Bridge

An innovative steel cable-stayed pedestrian bridge structure and the preliminary design methodology are provided in this article. The advantages and disadvantages of the bridge design are presented. The comparative analysis of the innovative steel cable-stayed pedestrian bridge structure and a similar structure of a single pylon fan cable-stayed bridge with an 80 m span is provided, the main criteria are reviewed and conclusions are formulated. The main features of the innovative branched cable-stayed bridge behaviour are reviewed. An overview of technical-economic efficiency and conclusions are presented.

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