Shake table studies of a highway bridge model by allowing the sliding of laminated-rubber bearings with and without restraining devices-Reference-Cited by-同舟云学术

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Shake table studies of a highway bridge model by allowing the sliding of laminated-rubber bearings with and without restraining devices

Published:2018-09 Issue: Volume:171 Page:583-601
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Xiang Nailiang,Alam M. Shahria,Li Jianzhong

Funder

National Natural Science Foundation of China

Self-Innovation Project of SLDRCE of Tongji University

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. Characteristics and dynamic impact of overloaded extra heavy trucks on typical highway bridges;Han;J Bridge Eng,2014

2. Fatigue stress spectra and reliability evaluation of short-to medium-span bridges under stochastic and dynamic traffic loads;Yan;J Bridge Eng,2017

3. Seismic performance assessment of simply supported and continuous multi-span concrete girder highway bridges;Nielson;J Bridge Eng,2007

4. Spreading-induced damage to short-span bridges in Christchurch, New Zealand;Cubrinovski;Earthquake Spectra,2014

5. Development of alternative concrete bridge superstructure systems for short and medium span bridges;Menkulasi;Eng Struct,2017

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1. An innovative sliding-controllable laminated rubber bearing for enhancing seismic performance of highway bridges;Engineering Structures;2024-11

2. Combined concrete and cable restrainers to prevent longitudinal unseating of highway bridges during earthquakes;Engineering Structures;2024-09

3. Quantifying the effect of pulse-like ground motions on the seismic design of SMA restrained isolation bridges using probabilistic repair cost method;Smart Materials and Structures;2024-07-22

4. Seismic performance upgrade of highway bridges using a novel hybrid placement of bonded and unbonded laminated rubber bearings;Structures;2024-07

5. Effect of Bidirectional Hysteretic Dampers on the Seismic Performance of Skewed Multi-Span Highway Bridges;Buildings;2024-06-13

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