Hisanori Otsuka
- Multilevel Optimal Design of Cable-Stayed Bridges With Various Types of Anchorages. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 392 (avril 1988). (1988):
- A Seismic Evaluation For Flexural Ductility Of Prestressed High Strength Concrete Pile. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 570 (juillet 1997). (1997):
- Estimation Procedure Of Nonlinear Maximum Displacement Response Of Steel Bridge Pier In Seismic Design. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 570 (juillet 1997). (1997):
- Dynamic Analysis Concerned With Rotational Displacement Of Skewed Bridges Caused By Horizontal Ground Motion. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 570 (juillet 1997). (1997):
- Dynamic Analysis Of Sliding Behavior Of Curved Bridge Superstructure Caused By Horizontal Ground Motion. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 570 (juillet 1997). (1997):
- Estimation Of Broadband Strong Ground Motions Considering Uncertainty Of Fault Parameters. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 584 ( 1998). (1998):
- Application Of Neural Networks To The Dynamic Analysis Of Nonlinear Hysteretic Behavior Of High Damping Rubber Bearings. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 605 (octobre 1998). (1998):
- Damping-dependent Coefficients For Maximum Response Estimation Of Isolated Structures. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 612 (janvier 1999). (1999):
- The Analysis Of Steel Girder Damage Mechanism In Hyogoken-nanbu Earthquake And Verification Of Countermeasures For Seismic Safety. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 696 (janvier 2002). (2002):
- Experimental Study On The Parameters Effecting The Hysteresis Loop Of RC Members Subjected To Pure Torsion. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 739 (août 2003). (2003):
- Study On The Seismic Performance Of Confined Concrete Members With Lightweight Aggregate. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 794 ( 2005). (2005):
- Investigation Of The Cause Of Damage And The Reinforcement Of A Steel Tower Foundation Collapsed In 1999 Chi-chi Earthquake. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 801 ( 2005). (2005):
- Seismic Design of Hybrid Curved Cable-Stayed Bridge. Présenté pendant: IABSE Conference: Cable-Supported Bridges - Challenging Technical Limits, Seoul, South Korea, 12-14 June 2001. (2001):
- (2014): Finite Element Analyses for RC Hollow and Solid Columns Subjected to Pure Torsional Loading. Présenté pendant: IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014.
- (2015): Application of Ultra Strength Fiber Reinforced Concrete to Bridge Piers. Présenté pendant: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015.
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Optimal yield level of bilinear seismic isolation devices. Dans: Earthquake Engineering and Structural Dynamics, v. 28, n. 9 (septembre 1999).
https://doi.org/10.1002/(sici)1096-9845(199909)28:9<941::aid-eqe848>3.0.co;2-5
(1999): - Structural Damage Detection Method Using Uncertain Frequency Response Functions. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 21, n. 4 (mai 2006). (2006):
- Damage identification method using harmonic excitation force considering both modelling and measurement errors. Dans: Earthquake Engineering and Structural Dynamics, v. 34, n. 10 (août 2005). (2005):
- Cyclic loading test for columns made with ultra-strength fiber-reinforced concrete and trace analyses using finite element analyses. Dans: Structural Concrete, v. 18, n. 3 (juin 2017). (2017):