Access the full text.
Sign up today, get DeepDyve free for 14 days.
(1994)
Study on the analogy between scale models with less ballast and their prototypes under shaking table test
G. Shoji, T. Kogi, Y. Umesaka (2008)
SEISMIC RESPONSE OF A PC CABLE-STAYED BRIDGE SUBJECTED TO A LONG-PERIOD GROUND MOTION
(1992)
Stability and Vibration of Bridge Structures. Beijing, China: China Railway Publishing House
(2015)
Mitigating Effect of Long Span Cable-Stayed Bridge with Double Towers under an Earthquake
L. Liang (2001)
Study of Dynamic Similitude Law for the Shaking Table Test to Cancel the Gravity Distortion EffectStructural Engineers
(1996)
Several matters of dynamic analysis on symmetric structures
Lan Hai-yan (2013)
Shaking Table Test Study of North Main Bridge of Xiazhang Sea-Crossing BridgeBridge Construction
(2004)
Research on Damped Energy-Dissipated Earthquake-Reduction of Long-Span Cable-Stayed Bridges. Nanjing, China: Nanjing Tech University
W. Yan, Y. Li, Yan Chen (2010)
Seismic Testing of a Long-Span Concrete Filled Steel Tubular Arch BridgeKey Engineering Materials, 456
Cao Wang, H. Zhang, Quanwang Li (2017)
Reliability assessment of aging structures subjected to gradual and shock deteriorationsReliab. Eng. Syst. Saf., 161
Quanwang Li, B. Ellingwood (2007)
Performance evaluation and damage assessment of steel frame buildings under main shock–aftershock earthquake sequencesEarthquake Engineering & Structural Dynamics, 36
(2012)
Research on the shaking table test of three towers cable-stayed bridge based on three shaking table system
Jianzhong Li, Jukao Yan, T. Peng, Lei Han (2015)
Shake Table Studies of Seismic Structural Systems of a Taizhou Changjiang Highway Bridge ModelJournal of Bridge Engineering, 20
Yu-yuan Lin, Kuo-Chun Chang, Changsong Chen (2008)
Direct displacement-based design for seismic retrofit of existing buildings using nonlinear viscous dampersBulletin of Earthquake Engineering, 6
Fan Li-chu (2006)
Seismic Response Reduction of a Super-Long-Span Cable-Stayed Bridge by Adding DampersJournal of Tongji University
Menggang Yang, Zhuchang Yang (2012)
Longitudinal Vibration Control of Floating System Bridge Subject to Vehicle Braking Force with Viscous DampersAdvanced Materials Research, 446-449
L. Jianzhong (2007)
Research on Damper Parameters of Long-Span Rail-Cum-Road Cable-Stayed BridgeJournal of Tongji University
Hong-yu Jia, Shixiong Zheng, Lei Yang, Minglu Xia (2011)
Based on Nonlinear Viscous Dampers Seismic Behavior Research of a Long Span Cable-Stayed BridgeAdvanced Materials Research, 255-260
(2005)
Parametric analysis of cable-stayed bridge with longitudinal viscous dampers
H. Yang, Y. Pang, Shengze Tian, X. Dang, W. Yuan (2017)
Case study of the seismic response of an extra‐dosed cable‐stayed bridge with cable‐sliding friction aseismic bearing using shake table testsThe Structural Design of Tall and Special Buildings, 26
Haijun Zhou, Limin Sun, F. Xing (2014)
Damping of Full-Scale Stay Cable with Viscous Damper: Experiment and AnalysisAdvances in Structural Engineering, 17
(2016)
The simplified method for the longitudinal seismic response analysis of the multitower cable stayed bridge
Ju Jian-min (2006)
Proof of Model Peculiarity in Symmetry StructureJournal of Dalian Railway Institute
B. Soneji, R. Jangid (2007)
Passive hybrid systems for earthquake protection of cable-stayed bridgeEngineering Structures, 29
H. Ali, A. Abdel-Ghaffar (1994)
SEISMIC ENERGY DISSIPATION FOR CABLE-STAYED BRIDGES USING PASSIVE DEVICESEarthquake Engineering & Structural Dynamics, 23
A. Ruangrassamee, K. Kawashima (2006)
SEISMIC RESPONSE CONTROL OF A CABLE-STAYED BRIDGE BY VARIABLE DAMPERSJournal of Earthquake Engineering, 10
This article studies the seismic response of a symmetric long-span cable-stayed bridge under longitudinal uniform excitations by finite element analysis and shaking table tests. The feasibility and method of performing shaking table tests are examined using a simplified half-bridge scale model. By taking advantage of the symmetry, it is possible to construct a scale model with a larger scale ratio than a full-bridge scale model. The main components of the scale model (i.e. tower, piers, girder, and cables) were fabricated using the same or similar materials as in the prototype. The design and construction of the scale model is presented. Longitudinal structural responses obtained from the finite element analysis and shaking table tests are compared. The seismic mitigation effects of viscous dampers are examined through shaking table tests.
Advances in Structural Engineering – SAGE
Published: Jan 1, 2019
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.