Cyclic Behavior of Concrete Columns with Unstressed Steel Strands as Longitudinal Reinforcement
碩士 === 國立臺灣大學 === 土木工程學研究所 === 107 === Abstract Compared with the traditional reinforcement, the cost per unit strength of the seven-wire strand commonly found in the prestressed system is relatively low.If the unstressed seven-wire strand is used instead of the traditional reinforcement, the materi...
Main Authors: | Wen-Chi Hsu, 徐文基 |
---|---|
Other Authors: | Yu-Chen Ou |
Format: | Others |
Language: | zh-TW |
Published: |
2019
|
Online Access: | http://ndltd.ncl.edu.tw/handle/z87r5y |
Similar Items
-
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 Seven-wire Strands as Longitudinal Reinforcement
by: Yi-Ching Liu, et al.
Published: (2018) -
Flexural Behavior of Concrete Beams with Unstressed Seven-Wire Strands as Longitudinal Reinforcement
by: Yu-Ming Chen, et al.
Published: (2018) -
The behavior of steel fiber reinforced concrete beam column connections subjected to cyclic liads
by: Wu, Huo-Yi, et al.
Published: (1994) -
The Behavior of Steel Fiber Reinforced Concrete Beam-Column Connections Subjected to Cyclic Loads
by: Her-Yih Wu, et al.
Published: (1994)