Modeling Out-of-Plane Behavior of URM Walls Retrofitted with Fiber Composites-Reference-Cited by-同舟云学术

Modeling Out-of-Plane Behavior of URM Walls Retrofitted with Fiber Composites

Published:2000-11 Issue:4 Volume:4 Page:172-181
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Velazquez-Dimas J. I.¹²³,Ehsani M. R.¹²³

Affiliation:

1. Fellow, ASCE

2. Prof. of Civ. Engrg., Autonomous Univ. of Sinaloa, Mexico CP80000.

3. Prof. of Civ. Engrg. and Engrg. Mech., University of Arizona, Tucson, AZ 85721. E-mail: ehsani@u.arizona.edu

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%282000%294%3A4%28172%29

Reference22 articles.

1. Abboud B. E. Hamid A. A. and Harris H. G. ( 1996). “Flexural behavior of reinforced concrete masonry walls under out-of-plane load.” ACI Struct. J. 93(3) 325–327.

2. Abrams D. P. ( 1996). “The return of masonry as a structural material.” Worldwide advances in structural concrete and masonry A. E. Schultz and S. L. McCabe eds. 1–5.

3. Abrams D. P. Angel R. and Uzarski ( 1993). “Transverse strength of damaged URM infills.” 6th North Am. Masonry Conf.

4. American Concrete Institute (ACI)/ASCE/TMS Masonry Standards Joint Committee. ( 1995). “Building code requirements for masonry structures ” ACI 530-95/ASCE 5-95/TMS 402-95 .

5. Dawe J. L. and Seah C. K. ( 1989). “Out-of-plane resistance of concrete masonry infilled panels.” Can. J. Civ. Engrg. Ottawa 16 854–864.

Cited by 47 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. Dynamic response of an interlocking plastic-block wall with opening;Journal of Mechanics of Materials and Structures;2024-07-18

2. Out-of-plane behavior of U-shaped unreinforced masonry structures;Journal of Building Engineering;2024-06

3. Assessment of Retrofitting Techniques for a Four-Story Masonry Building to Resist Blast Loading;Journal of Performance of Constructed Facilities;2024-04

4. Strengthening Effect of the Fixing Method of Polypropylene Band on Unreinforced Brick Masonry in Flexural, Shear, and Torsion Behaviors;Buildings;2023-11-15

5. Seismic upgrading of existing masonry structures: A state-of-the-art review;Soil Dynamics and Earthquake Engineering;2022-10