Stress at ultimate in unbonded tendons for ungrouted post-tensioned masonry beams-Reference-Cited by-同舟云学术

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Stress at ultimate in unbonded tendons for ungrouted post-tensioned masonry beams

Published:2017-06 Issue: Volume:140 Page:447-457
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

García John M.,Bonett Ricardo L.,Schultz Arturo E.,Ledezma Christian

Funder

University of Medellin

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

1. Rational approach for predicting stress in beams with unbonded tendons;Ozkul;ACI Struct J,2008

2. Code of practice for the use of masonry Part 2: structural use of reinforced and prestressed masonry;BS 5628-2,2005

3. Masonry structures;AS 3700,2011

4. Building code requirements for masonry structures;Masonry Standards Joint Committee (MSJC),2013

5. Design of reinforced concrete masonry structures;NZS 4320,2004

Cited by 4 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. Performances and properties of steel and composite prestressed tendons – A review;Heliyon;2024-06

2. Testing methods and design specifications for FRP-prestressed concrete members: A review of current practices and case studies;Journal of Building Engineering;2023-08

3. Structural testing of ungrouted post-tensioned cantilever masonry walls under unidirectional out-of-plane monotonic and cyclic loading;Engineering Structures;2021-05

4. Flexural behavior of ungrouted post-tensioned concrete masonry beams with unbonded bars;Construction and Building Materials;2019-04

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