Sleeve-type expansion anchor behavior in cracked and uncracked concrete-Reference-Cited by-同舟云学术

Sleeve-type expansion anchor behavior in cracked and uncracked concrete

Published:2004-03 Issue:1-3 Volume:228 Page:273-281
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Kim Sang-Yun,Yu Chul-Soo,Yoon Young-Soo

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference6 articles.

1. ACI 355.2-00, 2000. Evaluating the Performance of Post-Installed Mechanical Anchors in Concrete and Commentary, An ACI Provisional Standard.

2. ASTM E488-96, 1996. Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements.

3. ACI 318-02, 2002. Building Code Requirements for Structural Concrete.

4. NUREG-0800, 1981. Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants.

5. AISC, 1989. Manual of Steel Construction, Allowable Stress Design, Appendix A, Testing Method of Determine the Slip Coefficient for Coatings used in Bolted Joint, 9th edition.

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