Performance-Based Seismic Evaluation of Two Five-Story Precast Concrete Hybrid Frame Buildings-Reference-Cited by-同舟云学术

Performance-Based Seismic Evaluation of Two Five-Story Precast Concrete Hybrid Frame Buildings

Published:2007-11 Issue:11 Volume:133 Page:1489-1500
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rahman M. Ataur¹²,Sritharan Sri¹²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50011.

2. Associate Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50011 (corresponding author). E-mail: sri@iastate.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282007%29133%3A11%281489%29

Reference25 articles.

1. Carr A. J. (2003). RUAUMOKO—Inelastic dynamic analysis program Univ. of Canterbury Christchurch New Zealand.

2. Celik O. and Sritharan S. (2004). “An evaluation of seismic design guidelines proposed for precast concrete hybrid frame systems.” ISU-ERI-Ames Rep. No. ERI-04425 Iowa State Univ. Ames Iowa 83–198.

3. Collins R. H. (1999). “Design of a precast concrete building for seismic loading.” MSc thesis Univ. of Washington Seattle 37–235.

4. Conley J. Sritharan S. and Priestley M. J. N. (2002). “Precast seismic structural systems PRESSS-3: The five-story precast test building Vol. 3-1: Wall direction response.” Report No. SSRP-99/19 Univ. of California San Diego.

5. Earth Mechanics. (1998). “SHAPE.” Computer program Fountain Valley Calif.

Cited by 54 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. Design-Level Seismic Estimation of Self-Centering Energy Dissipation–Braced Frame Structures with Partial Recentering Capacity;Journal of Structural Engineering;2024-08

2. Dynamic response of RC frames retrofitted with friction-damped brace system through shaking table tests;Case Studies in Construction Materials;2024-07

3. The damage-based inelastic displacement ratio for performance-based design of fully self-centering systems under pulse-like near-fault earthquake ground motions;Structures;2024-06

4. Comprehensive analytical study on seismic performance of concrete structures equipped with self-centered hybrid wall system in moderate to high seismic hazard zones;Bulletin of Earthquake Engineering;2024-04-15

5. Dynamic responses of multi-story structural systems with separated gravity and lateral resisting systems under seismic action considering connection semi-rigidity effects;Engineering Structures;2024-03