鋼筋混凝土梁柱交會區內不連續梁主筋彎鉤配置細節之研究

Anchorage Effects of Discontinuity Reinforced Bar in Bean-Column Joints

黃峻賢(Jun-Xian Huang)

指導教授 ： 廖國偉

淡江大學/工學院/土木工程學系碩士班/碩士(2009年)

https://doi.org/10.6846/TKU.2009.01461

摘要

本篇摘要未授權

關鍵字

梁柱接頭 ； 圍束核心 ； 梁端塑鉸 ； 位移載重

並列摘要

This abstract would not be displayed due to no authorization.

並列關鍵字

beam-column connection ； confined core ； beam plastic hinges ； displacement control

參考文獻

3.ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary (ACI 318R-08), ”American Concrete Institute, Farmington Hills, 2008.

4.ACI-ASCE Committee 352, “Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures,” ACI Journal, Proceedings, 2002.

6.Hwang, S.J., and Lee, H.J., “Strength Prediction for Discontinuity Regions by Softened Strut-and-Tie Model, ”Journal of Structural Engineering, ASCE, Vo1. 128,No. 12,December, pp.1519-1526, (2002).

7.Shyh-Jiann Hwang, Huang-Jen Lee, Ti-Fa Liao, Kuo-Chou Wang, and Hsin-Huang Tsai, “Role of Hoops on Shear Strength of Reinforced Concrete Beam-Column Joints, ”ACI Structural Journal, N0. 102-S45, pp.445-453, May-June 2005.

10.Zhang, L. X., and Hsu, T. T. C.,“Behavior and Analysis of 100 MPa Concrete Membrance Elements, ”Journal of Structural Engineering, ASCE, Vol. 124, No. 1, January 1998, pp. 24-34.