Low-Damage Seismic Design for Accelerated Bridge Construction-Reference-Cited by-同舟云学术

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Low-Damage Seismic Design for Accelerated Bridge Construction

Published:2019-07 Issue:7 Volume:24 Page:04019066
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Mashal Mustafa¹^ORCID,Palermo Alessandro²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Idaho State Univ., Pocatello, Idaho (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001406

Reference33 articles.

1. Seismic Behavior of Self-Centering Precast Segmental Bridge Bents

2. Seismic Behavior of Posttensioned Self-Centering Precast Concrete Dual-Shell Steel Columns

3. Steady forced vibrations as influenced by damping;Jacobsen L. S.;ASME Trans.,1930

4. Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters

5. Biaxial testing of unbonded post-tensioned rocking bridge piers with external replacable dissipaters

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1. Development of self-centering and energy-dissipating dual-stage reinforced concrete rocking column-base system;Engineering Structures;2024-12

2. Conceptual shaking table tests for resilient segmental bridge columns with resettable sliding joints;Engineering Structures;2024-10

3. Damage assessment of self‐centering rocking piers using an input energy‐based damage prediction model coupled with self‐centering index;Structural Concrete;2024-09

4. Analytical calculation method of circular-section rocking steel piers under horizontal cyclic load;Engineering Structures;2024-09

5. Multi-spring model for tubular rocking steel bridge piers subjected to earthquake loading;Engineering Structures;2024-09

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