EVALUATION OF INCREMENTAL COLUMN SHEAR FORCES BASED ON BEAM AXIAL DEFORMATIONS ESTIMATED FROM RESTRAINT STIFFNESS
スポンサーリンク
概要
- 論文の詳細を見る
- 2000-02-01
著者
-
Sanada Yasushi
Department Of Architecture Graduate School Of Engineering The University Of Tokyo
-
KABEYASAWA Toshimi
Earthquake Research Institute, University of Tokyo
-
Kabeyasawa Toshimi
Earthquake Research Institute The University Of Tokyo
関連論文
- 23274 The Influence of Shear Walls on the Behavior of Total Structure Under Strong Ground Motion
- EFFECT OF STRENGTH DEGRADATION BY CYCLIC LOADING ON SEISMIC RESPONSES OF REINFORCED CONCRETE STRUCTURES
- MODELING OF REINFORCED CONCRETE MEMBER HYSTERESIS CHARACTERISTICS CONSIDERING STRENGTH DEGRADATION CAUSED BY CYCLIC LOADING
- ANALYSES OF REINFORCED CONCRETE BULDINGS CONSIDERING AXIAL DEFORMATIONS OF BEAMS
- EVALUATION OF INCREMENTAL COLUMN SHEAR FORCES BASED ON BEAM AXIAL DEFORMATIONS ESTIMATED FROM RESTRAINT STIFFNESS
- ESTIMATION OF MAXIMUM DISPLACEMENT RESPONSE OF REINFORCED CONCRETE STRUCTURES BASED ON ENERGY INPUT RATE SPECTRUM
- THREE-DIMENSIONAL ANALYSIS OF A REINFORCED CONCRETE FRAME-WALL STRUCTURE WITH SOFT STORY
- EXPERIMENTAL STUDY ON BEHAVIOR OF REINFORCED CONCRETE BEAMS UNDER AXIAL RESTRAINT