Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)
- 2005.04a
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- Pages.464-470
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- 2005
An Evaluation of ACI 349 Code for Shear Design of CIP Anchor
직매형 앵커기초의 전단설계를 위한 ACI 349 Code의 평가
- Published : 2005.04.01
Abstract
The numerical analysis is carried out to identify the influence of design factors to shear capacity of cast-in-place (CIP) anchor in ACI 349 Code that is available for the design of fastening system at Nuclear Power Plant (NPP) in this study. The MASA program is used to develop the numerical analysis model and the developed numerical analysis model is verified on a basis of the various test data of CIP anchor. Both
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