Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Takayuki Nishido"'
Publikováno v:
The Proceedings of Mechanical Engineering Congress, Japan. 2019:J40151
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6589d44b44a3a7d3439ddc4610e5ffc
https://doi.org/10.1299/jsmemecj.2019.j40151
https://doi.org/10.1299/jsmemecj.2019.j40151
Publikováno v:
Doboku Gakkai Ronbunshu. 2002:63-77
合成床版の終局耐荷力には鋼コンクリートの結合力が大きく影響する. 波形合成床版の終局正曲げ耐力を算出するため結合力をパラメータとした合成床版の部分合成モデルを作成した. 鋼
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5c402ea6be68fe3cdfe787b6e90701dc
https://doi.org/10.2208/jscej.2002.710_63
https://doi.org/10.2208/jscej.2002.710_63
Publikováno v:
Doboku Gakkai Ronbunshu. 1996:187-199
近年, 環境問題は世界的な関心を集めており, その研究が進められているが, 土木・建築の分野においても, 環境負荷に対する検討を行う必要がある. 本研究では, 橋梁架設時における環境
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c82ea7fabb9838118fdd57c229c855f3
https://doi.org/10.2208/jscej.1996.553_187
https://doi.org/10.2208/jscej.1996.553_187
Autor:
Takayuki Nishido, Yoshito Itoh
Publikováno v:
Doboku Gakkai Ronbunshu. 1993:95-104
本論文は, 異なる形式の河川橋梁に対する景観の定量的評価の支援方法について述べたものである. 本研究では, エキスパートシステムの手法を用い, 景観評価に関する多くの文献や専門
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5a9156b3b3de24c23e58e8174c683d0
https://doi.org/10.2208/jscej.1993.474_95
https://doi.org/10.2208/jscej.1993.474_95
Publikováno v:
Journal of Computing in Civil Engineering. 7:278-295
In the planning process of a new road network, the planner should consider possible locations of bridges and tunnels. The selection of the best alignment imposes the need to investigate the effect of the location of each bridge on the bridge type tha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49f6f1dacfca0e083cab99e711755cce
https://doi.org/10.1061/(asce)0887-3801(1993)7:3(278)
https://doi.org/10.1061/(asce)0887-3801(1993)7:3(278)
Autor:
Katsuya Toda, Takayuki Nishido
Publikováno v:
IABSE Congress, Chicago 2008: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure.
Corrosion of reinforcing bars causes serious damages to concrete structures, for example, initiation and growth of cracks, exfoliation, and losing their durability. In concrete structural integrity assessment and repair, it is very important and diff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cfe0712002a7453b55e7d0da8f14e73c
https://doi.org/10.2749/222137908796292687
https://doi.org/10.2749/222137908796292687
Publikováno v:
Doboku Gakkai Ronbunshu. 1990:121-132
This paper describes an expert system for selecting the types of superstructures and substructures of river-crossing bridges, and deals with the knowledge of expert designers and rules of Japanese codes as the knowledge base. This expert system can a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d0efaf5e9b1a8e3256799f7d03d28e4a
https://doi.org/10.2208/jscej.1990.422_121
https://doi.org/10.2208/jscej.1990.422_121
Publikováno v:
IABSE Symposium, Budapest 2006: Responding to Tomorrow's Challenges in Structural Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49a80410023b4c9799808198d394c3f5
https://doi.org/10.2749/222137806796169029
https://doi.org/10.2749/222137806796169029
Publikováno v:
Composite Construction in Steel and Concrete IV.
This paper presents slip behavior of perfobond rib shear connectors on push-out and girder bending tests and their treatment in FEM analysis using plates and combination elements. The number of holes and thickness of ribs are varied in twelve push-ou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0cb9261ca035294b0f13052588cf2aff
https://doi.org/10.1061/40616(281)33
https://doi.org/10.1061/40616(281)33
Publikováno v:
Journal of Computing in Civil Engineering. 9:91-92
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6cc47cdb50fa0c6141ac825e25461549
https://doi.org/10.1061/(asce)0887-3801(1995)9:1(91.2)
https://doi.org/10.1061/(asce)0887-3801(1995)9:1(91.2)