Detailed Information
Cited 0 time in 
Cited 0 time in 
Cited 0 time in
Metadata Downloads
철근콘크리트 깊은 보에서 수평 전단철근의 효율성 및 전단마찰에 대한 ACI 기준과의 비교에 관한 연구A Study on the Effectiveness of Horizontal Shear Reinforcement and the Comparison with ACI Building Code Clauses Dealing with Shear Friction in R.C. Deep Beams
- Issue Date
- Sep-2002
- Publisher
- 대한건축학회
- Keywords
- horizontal shear reinforcement; shear friction; deep beam; shear span-to-overall depth ratio; ACI Building Code; horizontal shear reinforcement; shear friction; deep beam; shear span-to-overall depth ratio; ACI Building Code; 수평 전단철근; 전단마찰; 깊은 보; 전단경간비; ACI 기준
- Citation
- 대한건축학회논문집 구조계, v.18, no.9, pp 61 - 68
- Pages
- 8
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 18
- Number
- 9
- Start Page
- 61
- End Page
- 68
- ISSN
- 1226-9107
- Abstract
- The purpose of this experimental study was to investigate the effect of horizontal shear reinforcement and to grasp the conservatism of ACI Building Code clauses dealing with shear friction in R.C. deep beams. The main variables are the concrete compressive strength, shear span-to-overall depth ratio, and horizontal shear reinforcement ratio. We made a comparison of between the provisions of Section 11.8 of ACI 318-99 and the test results in corporation with existing data. Based on these analyses, conclusions and concerns regarding the shear behavior of deep beams with horizontal shear reinforcement only are presented.
- Files in This Item
- There are no files associated with this item.
- Appears in
Collections - ETC > 1. Journal Articles
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.