Simplified Nonlinear Analysis of RC Members with consideration of Pullout Effect
スポンサーリンク
概要
- 論文の詳細を見る
- 2000-06-01
著者
-
GUPTA Supratic
Department of Civil Engineering, Nagoya University
-
Nasir Shahid
Department Of Civil Engineering Nagoya Institute Of Technology
-
Gupta Supratic
Department Of Civil Eng. Gunma University
-
Gupta Supratic
Department Of Civil Engineering Gunma University
-
UMEHARA Hidetaka
Department of Civil Enginnering, Nagoya Institute of Technology
-
Umehara Hidetaka
Department Of Civil Enginnering Nagoya Institute Of Technology
-
GUPTA Supratic
Department of Civil Eng. , Nagoya Institute of Technology
関連論文
- Investigation and Modification of the Characteristic of Unified Concrete Plasticity Model
- Simplified Nonlinear Analysis of RC Members with consideration of Pullout Effect
- 統一化塑性モデルの修正提案とその特徴
- Application of Unified Concrete Plasticity Model Incorporating Fracture Energy and Tension Stiffening Effect
- Study on Characteristics of Expansive Concrete
- LIMITATION OF THE UNIFIED CONCRETE PLASTICITY MODEL AND ITS MODIFICATIONS
- THREE DIMENSIONAL ANALYSIS OF REINFORCED CONCRETE MEMBERS BY UNIFIED CONCRETE PLASTICITY MODEL
- Unified Concrete Plasticity Model in Three Dimensional Analysis of Reinforced Concrete Members
- Necessity of Development of Multiple Damage Model for Analysis of Reinforced Concrete Structures
- 1014 モルタル中を電気的泳動する塩化物イオンの濃度分布(耐久性)
- 2139 ガス透過試験を用いた引張応力を受けるコンクリートのひび割れに関する研究(物性一般)
- 2127 Study on Characteristics of Expansive Concrete
- 2086 コンクリート中の電気伝導現象における塩化物イオンの役割(耐久性)
- 3012 Necessity of Development of Multiple Damage Model for Analysis of Reinforced Concrete Structures