Effect of Concrete Masonry Unit Web Thickness on the Compressive Strength of Concentrically and Eccentrically Loaded Hollow Masonry Prisms-Reference-Cited by-同舟云学术

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Effect of Concrete Masonry Unit Web Thickness on the Compressive Strength of Concentrically and Eccentrically Loaded Hollow Masonry Prisms

Published:2024 Issue: Volume: Page:13-30
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:en
Short-container-title:

Author:

Savkina Olga V.,Feldman Lisa R.

Publisher

Springer Nature Switzerland

Link

https://link.springer.com/content/pdf/10.1007/978-3-031-35471-7_2

Reference12 articles.

1. ASTM (2020) ASTM C140-20: standard test methods for sampling and testing concrete masonry units and related units. American Society for Testing and Materials, West Conshohocken, PA

2. ASTM (2016) ASTM C90-16: standard specification for loadbearing concrete masonry units. American Society for Testing and Materials, West Conshohocken, PA

3. ASTM (2011) ASTM C90-11b: standard specification for loadbearing concrete masonry units. American Society for Testing and Materials, West Conshohocken, PA

4. Boult B (1979) Concrete masonry prism testing. ACI J Proc 76(4):513–535

5. CSA. 2014a. CAN/CSA-A165–14 Standards on Concrete Masonry Units, Canadian Standards Association Group, Toronto, ON, Canada

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