Constitutive model of shear transfer for pre-cracked rc plate subjected to combined axial and shear stress.

HABASAKI ATSUSHI; KITADA YOSHIO; YAMADA MAMORU; NISHIKAWA TAKAO

Art

J-GLOBAL ID：200902136653609249 Reference number：01A0172160

Constitutive model of shear transfer for pre-cracked rc plate subjected to combined axial and shear stress.

ひびわれを有するRC平板の軸・せん断応力下におけるせん断伝達機成則

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Material：
Issue： 538 Page： 139-145 Publication year： Dec. 30, 2000
JST Material Number： F0393B ISSN： 1340-4202 Document type： Article
Article type：原著論文 Country of issue： Japan (JPN) Language： JAPANESE (JA)

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Concrete structures , Earthquake-proofing,vibration-proofing,seismic isolation of buildings , Frat plates

Reference (25)：

岡村甫. 鉄筋コンクリートの非線形解析と構成則. 1991, 118
FENWICK, R. C. Mechanisms of Shear Resistance of Concrete Beams. Journal of the Structural Division, ASCE. 1968, 94, ST10, 2325-2350
Al-MAHAIDI, R. S. H. Nonclear Finite Element Analysis of Reinforced Concrete Deep Members. 1979, 79-1
REINHARDT, H. W. Cracks in Concrete Subjected to Shear. Journal of the Structural Division, ASCE. 1982, 108, ST1, 207-224
山田一宇. ひびわれ面におけるせん断伝達,コンクリート工学会. 第2回RC構造のせん断問題に関するコロキウム論文集. 1983, 19-26

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