Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Chunyakom Sivaleepunth"'
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 72:148-165
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::953dd6ffc791488274294efe218d07fc
https://doi.org/10.2208/jscejseee.72.148
https://doi.org/10.2208/jscejseee.72.148
Publikováno v:
Doboku Gakkai Ronbunshuu E. 65:63-75
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b29a7d8ad89a1d56a8590a12dd1f17ec
https://doi.org/10.2208/jsceje.65.63
https://doi.org/10.2208/jsceje.65.63
Publikováno v:
Doboku Gakkai Ronbunshuu E. 63:562-574
The parametric study using FEM and the experiment of T-beams prestressed with external tendons have been performed to investigate the factors thought to influence on the shear mechanism of externally prestressed concrete beams. The effects of prestre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::803377ac92fd8a1e10fee60019e612eb
https://doi.org/10.2208/jsceje.63.562
https://doi.org/10.2208/jsceje.63.562
Publikováno v:
Doboku Gakkai Ronbunshuu E. 62:260-273
The experiment and nonlinear FE analysis of concrete beams prestressed with external tendons were performed to investigate the flexural strength, the tendon stress, and to propose the equation for evaluating the tendon stress. Several parameters were
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::820d0a181427a684cdb58ad9fc0991d7
https://doi.org/10.2208/jsceje.62.260
https://doi.org/10.2208/jsceje.62.260
Publikováno v:
Doboku Gakkai Ronbunshuu E. 62:82-94
Three identical beams of T-shaped section prestressed with external tendons have been tested to failure to investigate the effects of geometry of the applied load on flexural bebavior of externally prestressed concrete beams. The tendon slip at devia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5adc0a3c87fd2ce3ba6709030a5babe6
https://doi.org/10.2208/jsceje.62.82
https://doi.org/10.2208/jsceje.62.82
Autor:
Shinichi Yamanobe, Chunyakom Sivaleepunth, Toshimichi Ichinomiya, Tetsuya Kono, Yoshihisa Kanamitsu, Sogabe Naoki
Publikováno v:
IABSE Congress Reports.
This paper describes the results of an experimental study and nonlinear finite element method (FEM) in order to examine the shear failure mechanism of reinforced concrete (RC) beams using Ultra High Strength Fiber Reinforced Concrete (UFC) precast fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c6a22bdbd605524d8d6e84f9a68ede6
https://doi.org/10.2749/222137912805110402
https://doi.org/10.2749/222137912805110402