Static Cyclic Response of Masonry Walls Retrofitted with Fiber-Reinforced Polymers-Reference-Cited by-同舟云学术

Static Cyclic Response of Masonry Walls Retrofitted with Fiber-Reinforced Polymers

Published:2007-02 Issue:1 Volume:11 Page:50-61
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

ElGawady Mohamed A.¹²³,Lestuzzi Pierino¹²³,Badoux Marc¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164–2910; formerly, Ph.D. Candidate, Applied Computing and Mechanics Laboratory (IS-IMAC), School of Architecture, Civil and Environmental Engineering, Ecole Polytechnique Fédéral du Lausanne, 1015 Lausanne (EPFL), Switzerland. E-mail: melgawady@wsu.edu

2. Lecturer, IS-IMAC-ENAC-EPFL, 1015 Lausanne (EPFL), Switzerland. E-mail: Pierino.lestuzzi@epfl.ch

3. Director of Metro M2 Project: formally, Professor, IS-BETON-ENAC-EPFL, 1015 Lausanne (EPFL), Switzerland. E-mail: badoux.m@t-l.ch

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282007%2911%3A1%2850%29

Reference20 articles.

1. Abrams D. P. and Lynch J. M. (2001). “Flexural behavior of retrofitted masonry piers.” Korea Earthquake Engineering Research Center (KEERC)–Mid America Earthquake Center (MAE) Joint Seminar on Risk Mitigation for Regions of Moderate Seismicity Urbana Ill.

2. Abrams D. and Shah N. (1992). “Cyclic load testing of unreinforced masonry walls.” Rep. No. 92-26-10 Advanced Construction Technology Center Newmark Civil Engineering Laboratory Dept. of Civil Engineering Univ. of Illinois at Urbana-Champaign Urbana Ill.

3. Applied Technology Council (ATC). (2000). “Prestandard and commentary for the seismic rehabilitation of buildings.” Publication No. 356 Federal Emergency Management Agency Washington D.C.

4. Comite Euro-International du Béton. (1999). “Design of masonry structures.” Eurocode 6 Lausanne Switzerland.

5. ElGawady M. Lestuzzi P. and Badoux M. (2004a). “A review of conventional seismic retrofitting techniques for URM.” Proc. 13th Int. Brick and Block Masonry Conf. Amsterdam The Netherlands Paper No. 89.

Cited by 81 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. Enhanced shear performance of nacre-inspired masonry structure: Experiment and theoretical model;Case Studies in Construction Materials;2024-07

2. Seismic Performance of Unreinforced Masonry Walls with Various Retrofitting Methods;International Journal of Architectural Heritage;2024-06-21

3. Seismic retrofitting of URM masonry piers with helical steel reinforcement;Construction and Building Materials;2024-06

4. Shake table test on a five-story residential masonry building strengthened by engineered cementitious composites based on minimum disturbance;Engineering Structures;2024-02

5. Enhanced Shear Performance of Nacre-Inspired Masonry Structure: Experiment and Theoretical Model;2024