Effects of the Position of Inflexure Points on the Ultimate Shear Capacity of Reinforced Concrete Beams with Vertical Shear Reinforcements
スポンサーリンク
概要
- 論文の詳細を見る
- 1995-06-01
著者
-
CHAISOMPHOB Taweep
Dept. of Civil Eng., Sirindhom International Institute of Technology, Thammasat University
-
AOYAGI Yukio
Dr. Eng., Executive Research Engineer, Abiko Research Lab., CRIEPI
-
Aoyagi Y
Criepi
-
Chaisomphob T
Dept. Of Civil Eng. Sirindhorn International Institute Of Technology Thammasat University
-
CHAISOMPHOB Taweep
Department of Civil Engineering, International Institute of Technology, Thammasat University
-
AOYAGI Yukio
School of Civil Engineering, Asian Institute of Technology
-
CHEN Chin-Chang
School of Civil Engineering, Asian Institute of Technology
-
Chen Chin-chang
School Of Civil Engineering Asian Institute Of Technology
関連論文
- BEHAVIOR OF REINFORCED CONCRETE BEAMS SUBJECTED TO BI-AXIAL SHEAR
- PROPOSED MODEL OF SHEAR DEFORMATION OF REINFORCED CONCRETE BEAM AFTER DIAGONAL CRACKING
- 風および地震荷重を受ける長大吊橋主塔の静的および動的非線形挙動〔英文〕
- 死荷重を受ける長大吊橋主塔の静的非線形挙動〔英文〕
- An Idea of Modelling Soil-RC Duct-type Structure Interface under Seismic Loads
- Effects of the Position of Inflexure Points on the Ultimate Shear Capacity of Reinforced Concrete Beams with Vertical Shear Reinforcements
- 3011 An Idea of Modelling Soil-RC Duct-type Structure Interface under Seismic Loads