Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Toshio Horikawa"'
Autor:
Tsutomu Niina, Kosei Yamashita, Masashi Sano, Toshio Horikawa, Yoshio Hisari, Shigeyuki Matsui
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 67:27-38
Autor:
Hirofumi Takenaka, Ippei Nakamura, Keizo Egashira, Toshio Horikawa, Hideki Sone, Shigeyuki Matsui, Hisashi Ogawa
Publikováno v:
Doboku Gakkai Ronbunshu. 2001:33-45
Publikováno v:
Doboku Gakkai Ronbunshu. 1999:143-158
阪神高速道路で約24年間供用された梅田入路の撤去に伴い, 荷重履歴を受けた鉄筋コンクリート床版の残存耐力あるいは疲労余寿命等の調査を主目的に, 主桁ウエブを20cm残した状態で3パ
Publikováno v:
IABSE Reports.
In this paper, new analytical technique to express partially fixed boundary condition was developed by the method which arranged dummy girders neighbourhood simply supported side. Moreover, the technique to combine with point matching method is propo
Analytical study on deterioration phenomena caused by water pressure effect on road bridge deck slab
Publikováno v:
IABSE Conference, Rotterdam 2013: Assessment, Upgrading and Refurbishment of Infrastructures.
Deterioration phenomena of deck slab of road bridge include gravelization of upper edge concrete and horizontal cracks in deck slab. They are possibly caused not only with an influence of wheel load but also with a water pressure action by water pene
Publikováno v:
Doboku Gakkai Ronbunshu. 1994:65-74
最近, 道路橋の鉄筋コンクリート床版の損傷が深刻な問題となってきており, 各関係機関においても, これに対処すべく各種の合成床版の開発・研究が行われてきている. 阪神高速道路公
Publikováno v:
Proceedings of the Japan Society of Civil Engineers. 1983:41-50
Autor:
Toshio Horikawa, Keiichiro Sonoda
Publikováno v:
Proceedings of the Japan Society of Civil Engineers. 1978:15-22
EFFECTIVE WIDTH FOR THE DESIGN OF SHEAR CONNECTORS OF STEEL DECK AND CONCRETE COMPOSITE BRIDGE SLABS
Publikováno v:
Proceedings of the Japan Society of Civil Engineers. 1983:1-9
Autor:
Toshio Horikawa, Keiichiro Sonoda
Publikováno v:
Doboku Gakkai Ronbunshu. 1988:97-106
A total of 47 model slabs whose scale was about 1/3 to a typical deck panel between adjacent main girders of an existing steel-concrete composite girder bridge were tested under the repetition of a wheel load using a wheel tracking machine originally