Flexural Behavior of Concrete Beams with Unstressed Seven-Wire Strands as Longitudinal Reinforcement
碩士 === 國立臺灣科技大學 === 營建工程系 === 106 === In the first year of this three-year research, the effect of using non-prestressed or partially prestressed steel strands as longitudinal reinforcement on the structural behavior of concrete beams was studied by testing large-scale beam specimens. In the followi...
Main Authors: | Yu-Ming Chen, 陳育銘 |
---|---|
Other Authors: | Chien-Kuo Chiu |
Format: | Others |
Language: | zh-TW |
Published: |
2018
|
Online Access: | http://ndltd.ncl.edu.tw/handle/egh9dg |
Similar Items
-
Cyclic Behavior of Concrete Columns with Unstressed Seven-wire Strands as Longitudinal Reinforcement
by: Yi-Ching Liu, et al.
Published: (2018) -
Cyclic Behavior of Concrete Beams with Unstressed Steel Strands as Longitudinal Reinforcement
by: Meng-Yi Hsieh, et al.
Published: (2019) -
Cyclic Behavior of Concrete Columns with Unstressed Steel Strands as Longitudinal Reinforcement
by: Wen-Chi Hsu, et al.
Published: (2019) -
Flexural Behavior of High Strength Concrete Beams with Welded Wire Fabric as Shear Reinforcement
by: Shih-Ming Peng, et al.
Published: (1994) -
Flexural Behavior of Prestressed Concrete Beams with Welded Wire Fabric as Shear Reinforcement
by: Li Chia Rong, et al.
Published: (1995)