Title:
Seven Discussions from the From the November/December 2011 ACI Structural Journal
Author(s):
Huanjun Jiang, Bo Fu, Shiming Chen, Zuyue Zhou, Jie Zhang, LeRoy A. Lutz, and Andor Windisch
Publication:
Structural Journal
Volume:
109
Issue:
5
Appears on pages(s):
739-748
Keywords:
DOI:
10.14359/51684051
Date:
9/1/2012
Abstract:
Disc. 108-S64/From the November-December 2011 ACI Structural Journal, p. 689. Efficient Shear Reinforcement Design Limits for Prestressed Concrete Beams. (Paper by Alejandro R. Avendaño and Oguzhan Bayrak). Discussion by Huanjun Jiang and Bo Fu. Disc. 108-S65/From the November-December 2011 ACI Structural Journal, p. 698. Bond and Shear Behavior of Concrete Beams Containing Lightweight Synthetic Particles. (Paper by Matthew J. Heiser, Amr Hosny, Sami H. Rizkalla, and Paul Zia). Discussion by Shiming Chen and Zuyue Zhou. Disc. 108-S66/From the November-December 2011 ACI Structural Journal, p. 706. Vibration Characteristics of Concrete-Steel Composite Floor Structures. (Paper by Sandun De Silva and David P. Thambiratnam). Discussion by Shiming Chen and Jie Zhang. Disc. 108-S67/From the November-December 2011 ACI Structural Journal, p. 715. Compression Splices in High-Strength Concrete of 100 MPa (14,500 psi) and Less. (Paper by Sung-Chul Chun, Sung-Ho Lee, and Bohwan Oh). Discussion by LeRoy A. Lutz. Disc. 108-S67/From the November-December 2011 ACI Structural Journal, p. 715. Compression Splices in High-Strength Concrete of 100 MPa (14,500 psi) and Less. (Paper by Sung-Chul Chun, Sung-Ho Lee, and Bohwan Oh). Discussion by Andor Windisch. Disc. 108-S70/From the November-December 2011 ACI Structural Journal, p. 745. Influence of Axial Stress on Shear Response of Reinforced Concrete Elements. (Paper by Liping Xie, Evan C. Bentz, and Michael P. Collins). Discussion by Huanjun Jiang and Bo Fu. Disc. 108-S71/From the November-December 2011 ACI Structural Journal, p. 755. Lateral Stiffness of Concrete Shear Walls for Tall Buildings. (Paper by Ahmad Rahimian). Discussion by Huanjun Jiang and Bo Fu.