(28) K. FUJII, PREDICTION OF PEAK RESPONSE OF IRREGULAR BASE-ISOLATED BUILDING UNDER PULSE-LIKE EARTHQUAKES, 18th World Conference on Earthquake Engineering, 30 June-5 July. 2024, Milan, Italy.
(27) K. FUJII, ACCURACY OF PREDICTED RESPONSES OF AN RC BUILDING WITH DAMPER COLUMNS UNDER PULSE INPUT , 18th World Conference on Earthquake Engineering, 30 June-5 July. 2024, Milan, Italy.
(26) Takumi Chumann, Kenji FUJII, Shaking Table Test of Base-Isolated Building Model Considering Seismic Pounding to Retaining Wall , 17th World Conference on Earthquake Engineering, Paper No. 2b-0199, 27 September-2 October. 2021, Sendai, Japan.
(25) Kenji. FUJII : Evaluating the Effect of the Directivity of Bidirectional Ground Motion on an Irregular Building: The Former Uto City Hall, 9th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, pp.156-165, 15-16, Dec. 2020, Lisbon, Portugal (Online).
(24) Riho MUKOYAMA, Kenji FUJII, Chizuru IRIE, Ryota TOBARI, Mitsuyoshi YOSHINAGA, Kazuaki MIYAGAWA: Displacement-controlled Seismic Design Method of Reinforced Concrete Frame with Steel Damper Column , 17th World Conference on Earthquake Engineering, Paper No. 2g-0143, 27 September-2 October. 2021, Sendai, Japan.
(23) Kenji FUJII, Yoshiki MURAKAMI, Bidirectional Momentary Energy Input to a One-mass Two-DOF system, 17th World Conference on Earthquake Engineering, Paper No. 2c-0127, 27 September-2 October. 2021, Sendai, Japan.
(21) Kenji FUJII, Kazuaki MIYAGAWA: Seismic Response of Retrofitted Seven-Story Steel Reinforced Concrete Condominium by Low-Yield-Strength-Steel Damper Column , 16th European Conference on Earthquake Engineering, Paper No. 10736, 18-21, June. 2018, Thessaloniki, Greece.
(20) Kenji FUJII, Shuuhei KIDA: Evaluation Of The Maximum Momentary Energy Input To A Structure Considering Phase Characteristics Of Ground Motion, 16th European Conference on Earthquake Engineering, , Paper No. 10363, 18-21, June. 2018, Thessaloniki, Greece.
(19) K. FUJII : Modified mode-adaptive bi-directional pushover analysis considering higher mode for asymmetric buildings, 8th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Paper No. 9, Oct. 2017, Bucharest, Romania.
(18) K. FUJII : Preliminary evaluation of seismic capacity and torsional irregularity of Uto City Hall damaged in 2016 Kumamoto Earthquake, 8th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Paper No. 8, Oct. 2017, Bucharest, Romania.
(17) K. FUJII, T. YOSHIDA, T. NISHIMURA, T. FURUTA : Observations of damage to Uto City Hall suffered in the 2016 Kumamoto Earthquake, 8th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Paper No. 7, Oct. 2017, Bucharest, Romania.
(16) K. FUJII : Application of the pushover-based procedure to predict the largest peak response of asymmetric buildings with buckling-restrained braces, 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), Paper ID. C836, 25-27 May 2015, Crete Island Greece.
(15) K. FUJII : Torsional index of asymmetric building based on mode shape, 7th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Paper No. 14, Oct. 2014, Opole, Poland.
(14) K. FUJII : Prediction of “average” peak nonlinear seismic response of asymmetric buildings under bidirectional ground motion acting at an arbitrary angle of incidence, 7th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Paper No. 13, Oct. 2014, Opole, Poland.
(13) R. Mitomi, K. Takahashi, T. Ito, W. Kambe, and K. FUJII : An experimental study on connection joints of composite mixed structures consisting of existing R/C buildings retrofitted with exterior steel frames, 15th World Conference on Earthquake Engineering, Paper No. 2824, Sep. 2012, Lisbon, Portugal.
(12) Kenji FUJII : Prediction of Largest Peak Seismic Response at Flexible-Side Frame of Asymmetric Buildings, 15th World Conference on Earthquake Engineering, Paper No. 0457, Sep. 2012, Lisbon, Portugal.
(11) Kenji FUJII, T. Ikeda : Shaking Table Test of Irregular Buildings under Horizontal Excitation Act in Arbitrary Direction, 15th World Conference on Earthquake Engineering, Paper No. 0439, Sep. 2012, Lisbon, Portugal.
(10) Kenji FUJII : Seismic Assessment of Asymmetric Buildings Considering the Critical Direction of Seismic Input, 14th European Conference on Earthquake Engineering, Paper No. 0623, Aug. 2010.
(9) Kenji FUJII: Nonlinear Static Procedure for Reinforced Concrete Asymmetric Buildings with Linear Viscous Dampers, 14th World Conference on Earthquake Engineering, Paper 05-03-0043, Oct. 2008, Beijing, China.
(8) Kenji FUJII : Equivalent SDOF Model for Asymmetric Buildings Considering Bi-Directional Excitation,5th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, pp.81-92, Sep. 2008, Catania, Italy.
(7) Kenji FUJII : Prediction of Seismic Response of Multi-Story Unsymmetric Frame Buildings,8th Pacific Conference on Earthquake Engineering, Paper No. 017, Dec. 2007, Singapore.
(6) Kenji FUJII, Haruyuki KITAMURA: Seismic Performance Evaluation of Existing R/C Buildings with Hysteresis Dampers Based on Energy Balanced Response,Fourth International Conference on Urban Earthquake Engineering, pp. 345-352, Mar. 2007, Tokyo, Japan.
(5) Kenji FUJII, Yoshiaki NAKANO, and Hiroyasu SAKATA: Nonlinear Analysis of Single-Story Unsymmetric Buildings with Elasto-Plastic Seismic Control Devices,Eighth U.S. National Conference on Earthquake Engineering, Paper No. 0217, Apr. 2006, San Francisco, USA.
(4) Kenji FUJII: Equivalent Single-Story Model for Multi-Story Unsymmetric Frame Buildings with Elasto-Plastic Seismic Control Devices, Third International Conference on Urban Earthquake Engineering, pp. 553-560, Mar. 2006, Yokohama, Japan.
(3) Kenji FUJII, Yoshiaki NAKANO, Yasushi SANADA, Hiroyasu Sakata and Akira Wada: Estimation of Seismic Demand of Multi-Story Asymmetric Building with Bi-Directional Eccentricity, Second International Conference on Urban Earthquake Engineering, pp. 435-442, Mar. 2005, Tokyo, Japan.
(2) Kenji FUJII, Yoshiaki NAKANO, Yasushi SANADA: Simplified Nonlinear Analysis Procedure for Asymmetric Buildings,13th World Conference on Earthquake Engineering, Paper No. 149, Aug. 2004, Vancouver, Canada.
(1) Kenji FUJII, Yoshiaki NAKANO, Yasushi SANADA: Simplified Nonlinear Analysis Procedure for Single-Story Asymmetric Buildings Subjected to Bi-Directional Ground Motion, First International Conference on Urban Earthquake Engineering, pp. 97-104, Mar. 2004, Yokohama, Japan.