Performance Evaluation of Semi Precast Concrete Beam-Column Connections with U-Shaped Strands. Issue 11 (November 2014)

• Record Type: Journal Article
• Authors: Ha, Sang-Su; Kim, Seung-Hun; Lee, Moon Sung; Moon, Jeong-Ho
• Is Part Of: Advances in structural engineering. Volume 17:Issue 11(2014)
• Page Start: 1585
• Page End: 1600
• Publication Date: 2014-11
• Subjects: precast concrete -- beam-column connection -- seismic performance -- strands; Structural engineering -- Periodicals; Construction, Technique de la; Structural engineering; Periodicals; 624.1
• DOI: 10.1260/1369-4332.17.11.1585
• Languages: English
• ISSNs: 1369-4332

Abstract

In this study, a new precast concrete (PC) beam-column joint of moment resisting frame applicable for moderate seismic regions is proposed. A semi PC beam-column connection with U-shaped strands is developed in an attempt to improve workability and provide effective stress transfer mechanism at the joint. The structural system consists of PC beams with U-shaped strands, PC columns, PC slabs, and topping concrete. A series of three interior and three exterior semi PC joint specimens was tested to investigate the structural behavior of the system subjected to the lateral cyclic load. Key test variables are the number of strands placed in the PC beam and the presence or absence of the transverse reinforcements at the connection. The experiment and performance evaluation of the system were conducted in accordance with ACI T1.1–01 (2001). According to the test results, the proposed structural system with transverse reinforcements at the joint is sufficient to use in moderate seismic regions.