Papers - TATEISHI Kazuo

鋼橋の疲労損傷事例の分析とメンテナンス計画への応用

舘石和雄、三木千寿

第１０回設計における信頼性工学シンポジュウム講演論文集     page： 213-218   1990

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Language：Japanese  

PC斜張橋斜材定着部の振動対策（ダンパー）について Reviewed

舘石和雄、石橋忠良、斉藤俊樹、竹内研一

コンクリート工学年次論文報告集   Vol. 11 ( 1 ) page： 667-672   1989

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Language：Japanese   Publishing type：Research paper (scientific journal)  

Data Base for Fatigue Crackings in Steel Bridges Reviewed

CHitoshi Miki,Kazuo Tateishi,Masahiro Sakano,Yoshinori Fukuoka

J. of Structural Mechanics and Earthquake Engineering, JSCE   Vol. I-9 ( 392 ) page： 403-410   1988.4

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Language：Japanese   Publishing type：Research paper (scientific journal)  

Fatigue crackings in 180 steel bridges are summarized and presented as a date base in personal computers. This date base includes the histories of bridge, of structure, types of cracking, causes of cracking and retrofitting methods. By using the reference function of data base, the service life and occurrence of crack of bridges, typical cracks and their causes in various bridge details, and the fatigue strengths of connections are discussed.

Computer Simulation Studies on the Fatigue Load of Highway Bridges Reviewed

Chitoshi Miki,Kazuo Tateishi,Yuji Goto,Jun Murakoshi

Journal of Structural Engineering, JSCE   Vol. 32A   page： 597-608   1986.3

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Language：Japanese   Publishing type：Research paper (scientific journal)  

The live loads for fatigue design and maintenance of highway bridges are studied by means of computer simulations. Simulations of traffic live loads are carried out under various traffic volumes and constitutions of vehicle types. The type of vehicle, the vehicle weight and the array and headway of vehicles are considered as random variables. Simulated traffic flows are compared with measured traffic flows at eight places on five highways. Bending moment responses of simply supported one lane girders of various lengths are calculated under usual traffic conditions. Moment ranges are obtained by using the rain flow method. For the evaluation fatigue damage, the equivalent moment range and the reduced number of L-20 or T-20 live load are presented.