Unbonded Post-Tensioned Structural Masonry Wall with Rubber Interface for Limited-Damage Systems-Reference-Cited by-同舟云学术

Unbonded Post-Tensioned Structural Masonry Wall with Rubber Interface for Limited-Damage Systems

Published:2022-01 Issue:1 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kalliontzis Dimitrios¹,Schultz Arturo E.²,Sritharan Sri³^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003 (corresponding author).

2. Department Chair, Dept. of Civil and Environmental Engineering, Univ. of Texas at San Antonio, San Antonio, TX 78249.

3. Interim Assistant Dean and Wilkinson Chair Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50011-1066. ORCID: .

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%29ST.1943-541X.0003159

Reference15 articles.

1. Experimental Investigation of In-Plane Cyclic Response of Unbonded Posttensioned Masonry Walls

2. Jacobsen L. S. 1960. “Damping in composite structures.” In Vol. 2 of Proc. 2nd World Conf. on Earthquake Engineering 1029–1044. Tokyo: Science Council of Japan.

3. Kalliontzis D. 2018. “Behavior of precast concrete and masonry wall systems with jointed connections subjected to lateral loads.” Ph.D. dissertation Dept. of Civil Environmental and Geo-Engineering Univ. of Minnesota.

4. Characterizing the In-Plane Rocking Response of Masonry Walls with Unbonded Posttensioning

5. Improved estimation of the reverse-cyclic behavior of fully-grouted masonry shear walls with unbonded post-tensioning

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