Zobrazeno 1 - 10
of 98
pro vyhledávání: '"Naruhito Shiraishi"'
Publikováno v:
Doboku Gakkai Ronbunshu. 1996:187-194
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 52:229-235
An applied sound system has been newly developed in order to evaluate the vortex-induced oscillation characteristics of bluff bodies. Rectangular cross sections as well as two-edge girder sections have been examined in wind tunnel tests with this sys
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 49:467-476
This paper describes the hybrid characteristics of vortex-induced oscillation (VIO), which are caused by Karman vortex shedding and motion-induced vortices of bridge box girders and its response sensitivity to turbulence.
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 49:575-584
The vibrational mode dependence of the aerodynamic forces (lift force, pitching moment) in flutter problems is discussed in this study. Rectangular models with cross sections having the slenderness ratio (chord/depth) 10 and 20 are investigated in wi
Autor:
Naruhito Shiraishi, Kazuo Sumi, Masaru Matsumoto, Akihiro Honda, Nobuyuki Sasaki, Yoichi Fuse
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 49:533-542
A box-girder bridge extending about 700 m in length from the projected Kansai International Airport to constitute nearly one-fifth of a connecting bridge now on the drawing board is being designed as a combination of roadway bridge and railway bridge
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. :629-637
Unsteady aerodynamic lift force and pitching moment for a 2-D rectangular cross section are evaluated by the discrete vortex method. The section is in coupled oscillation for heaving/torsional 2 d.o.f. The results are discussed by comparison with the
Publikováno v:
Journal of the Visualization Society of Japan. 12:211-217
Publikováno v:
Journal of the Society of Materials Science, Japan. 41:1030-1035
This paper attempts to improve the fuzzy expert system which was previously developed by the authors for assessing damage states of RC (Reinforced Concrete) bridge deck. Using the concept of “damage mode”, it is possible to evaluate the remaining
Publikováno v:
Fuzzy Sets and Systems. 44:449-457
This paper attempts to develop an expert system for assessing damage states of bridge structures, where the focus is put on the reinforced concrete bridge deck, because its failures have occasionally been reported. The expert system consists of an in
Publikováno v:
Journal of the Society of Materials Science, Japan. 40:270-275
Recently, fatigue failure has become frequent in RC (Reinforced Concrete) decks of urban expressway bridges, because of the increase of heavy vehicle transit and the deterioration of the structure itself. In a usual fatigue analysis of mechanical com