Nonlinear dynamic analysis of base isolated cable-stayed bridge under earthquake excitations-Reference-Cited by-同舟云学术

Nonlinear dynamic analysis of base isolated cable-stayed bridge under earthquake excitations

Published:2014-11 Issue: Volume:66 Page:314-318
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Atmaca Barbaros,Yurdakul Muhammet,Ateş Şevket

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference20 articles.

1. Construction stage analysis of three-dimensional cable-stayed bridges;Atmaca;Steel Compos Struct,2012

2. Seismic isolation: history, application, and performance-a world view;Buckle;Earthq Spectra,1990

3. Computers and Structures Inc. , SAP2000: Static and dynamic finite element analysis of structures, Berkeley, CA, USA; 2007.

4. PEER, Pacific Earthquake Engineering Research Centre

5. AFAD, Republic of Turkey Prime Ministry Disaster and Emergency Management Presidency Earthquake Department, National Strong Motion Observation Network; 2013.

Cited by 24 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Development and validation of an innovative uplift-restraining friction pendulum bearing;Engineering Structures;2024-06

2. Seismic behaviour of the curved bridge with friction pendulum system;Journal of Asian Architecture and Building Engineering;2023-12-05

3. Dynamic Response of Cable-Stayed Bridge Under Seismic Vulnerability Analysis: State of the Art;Lecture Notes in Civil Engineering;2023-12-02

4. Optimizing the seismic resilience performance of steel truss bridges by maximum energy dissipation via friction dampers;Structures;2023-12

5. Analysis of seismic damage of a highway bridge during the 2021 Ms 7.4 earthquake in Maduo County, China;Natural Hazards;2023-04-10