Zobrazeno 1 - 10 of 53 pro vyhledávání: '"Yoshiaki Okui"'
5
A microcrack-based constitutive model for brittle geomaterials
Autor: Yoshiaki Okui, Masanobu Oda, Aliakbar Golshani, Takato Takemura, Kenichiro Suzuki
Publikováno v: Rock Stress ISBN: 9781003078890
A micromechanical continuum model based on mechanics of tensile microcracks, is presented for brittle failure of rock containing randomly distributed microcracks. The proposed model describes both the mechanical response of rock and microcracks geome
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::62c20c035872883638387eec7f1c0020
https://doi.org/10.1201/9781003078890-29
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6
Probabilistic Compressive Strength of Stiffened Steel Plates Exhibiting Column-Like Behavior: Ultimate and Serviceability Limit States
Autor: Masato Komuro, Mahmudur Rahman, Azusa Numata, Yoshiaki Okui, Muhammad Atif Anwer
Publikováno v: Journal of Structural Engineering. 146
The strength of longitudinally continuous stiffened steel plates, exhibiting column-like behavior under uniaxial compression, was investigated at ultimate as well as serviceability limit st...
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ffdcd7595407b3ee3f25af88c4594ad9
https://doi.org/10.1061/(asce)st.1943-541x.0002719
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7
Probabilistic Strength at Serviceability Limit State for Normal and SBHS Slender Stiffened Plates Under Uniaxial Compression
Autor: Muhammad Atif Anwer, Mahmudur Rahman, Yoshiaki Okui
Publikováno v: International Journal of Steel Structures. 18:1397-1409
Stiffened plates with high slenderness parameters show large out-of-plane deflections, due to elastic buckling, which may occur before the plates reach their ultimate strength. From a serviceability point of view, restriction of out-of-plane deflecti
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::5e42ba20b7d46392f7da0878a2bbec47
https://doi.org/10.1007/s13296-018-0147-2
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8
Probabilistic ultimate buckling strength of stiffened plates, considering thick and high-performance steel
Autor: Takahiro Shoji, Masato Komuro, Mahmudur Rahman, Yoshiaki Okui
Publikováno v: Journal of Constructional Steel Research. 138:184-195
The probabilistic distribution of ultimate buckling strength for stiffened steel plates subjected to a distributed axial stress was obtained using Monte Carlo simulations in association with the response surface method. The plates of both normal and
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::046ad99fb1e29bfa9d0c9bebf39cc579
https://doi.org/10.1016/j.jcsr.2017.07.004
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10
Flexural Capacity Accounting for SBHS500 Steel of Composite Bridge Girders
Autor: Yoshiaki Okui, Dang Viet Duc
Publikováno v: Lecture Notes in Civil Engineering ISBN: 9789811508011
The positive bending moment capacity of composite steel girders is examined through study employing elasto-plastic FE analyses. The web slenderness limits of section classification for homogeneous and hybrid girders with bridge high performance steel
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::6a8cd905f9a3624bbf2745eeeafaef70
https://doi.org/10.1007/978-981-15-0802-8_30
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