Effects of substructure mass participation on natural period of multi-column base isolated bridges-Reference-Cited by-同舟云学术

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Effects of substructure mass participation on natural period of multi-column base isolated bridges

Published:2019-08 Issue: Volume:20 Page:88-104
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Shiravand M.R.^ORCID,Rasouli M.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference33 articles.

1. The Chile earthquake of March 3;EERI (Earthquake engineering research institute);Earthq Spectra,1986

2. Loma Prieta earthquake reconnaissance report;EERI (Earthquake engineering research institute);Earthq Spectra,1990

3. Northridge earthquake reconnaissance report;EERI (Earthquake engineering research institute);Earthq Spectra,1995

4. A proposed input energy-based damage index for RC bridge piers;Mahboubi;J Bridge Eng,2019

5. Failure assessment of skew RC bridges with FRP piers based on damage indices;Mahboubi;Eng Failure Analysis,2019

Cited by 13 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. Seismic reliability analysis of self-centering post-tensioned piers under influence of prestress loss;Engineering Structures;2024-09

2. Substructure Mass Participation Effect on the Performance-Based Seismic Design Method for Isolated Bridges;Journal of Bridge Engineering;2023-12

3. Segments arrangement effect on improvement of self‐centering precast post‐tensioned segmental piers seismic performance;Structural Concrete;2023-11-03

4. Proposed seismic-resistant dual system for continuous-span concrete bridges using self-centering cores;Engineering Structures;2023-01

5. Energy-based damage assessment of continuous-span reinforced concrete highway bridges;Earthquake Engineering and Engineering Vibration;2023-01

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