横補強されたコンクリ-ト柱の耐力と靭性に立脚した3次元コンクリ-ト構成則の検証
スポンサーリンク
概要
著者
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Maekawa K
Univ. Tokyo Tokyo Jpn
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Irawan Paulus
Department Of Civil Engineering The University Of Tokyo
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PALLEWATTA Tirath
Dept. of Civil Eng., The University of Tokyo
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IRAWAN Paulus
The University of Tokyo
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MAEKAWA Koichi
Dept. of Civil Eng., The University of Tokyo
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Pallewatta Tirath
Dept. Of Civil Eng. The University Of Tokyo
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Maekawa Koichi
Dept. Of Civil Eng. The University Of Tokyo
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IRAWAN Paulus
Department of Civil Engineering, The University of Tokyo
関連論文
- Path-Dependent Nonlinear Model of Reinforced Concrete Shells
- CONFINEMENT EFFECTIVENESS OF LATERAL REINFORCEMENT ARRANGEMENTS IN CORE CONCRETE
- 経路依存性を考慮した鉄筋コンクリートシェルの非線形解析
- A Unified Solidification Model of Hardening Concrete Composite at an Early Age
- Solidification Model of Hardening Concrete Composite for Predicting Creep and Shrinkage of Concrete
- 横補強されたコンクリ-ト柱の耐力と靭性に立脚した3次元コンクリ-ト構成則の検証
- コアコンクリ-トの拘束に対する横補強筋の有効性
- ひび割れを有するコンクリート及び鉄筋の高塑性域における空間的な平均引張機構
- かぶりコンクリートの破壊を考慮した鉄筋コンクリートの引張剛性モデル
- BEHAVIOR OF REINFORCED CONCRETE BEAMS SUBJECTED TO BI-AXIAL SHEAR
- PROPOSED MODEL OF SHEAR DEFORMATION OF REINFORCED CONCRETE BEAM AFTER DIAGONAL CRACKING
- Investigations into volumetric stability of aggregates and shrinkage of concrete as a composite
- Time-Dependent Constitutive Model of Solidifying Concrete Based on Thermodynamic State of Moisture in Fine Pores
- 2212 Path-Dependent Nonlinear Model of Reinforced Concrete Shells
- 2147 Effect of Strain Gradient on Confinement of Reinforced Concrete Columns