Kenji Fujii

J-GLOBAL         Last updated: Nov 5, 2019 at 02:40
 
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Name
Kenji Fujii
Affiliation
Chiba Institute of Technology
Section
Faculty of Creative Engineering, Department of Architecture
Research funding number
20397029

Research Areas

 
 

Education

 
Apr 1995
 - 
Mar 1998
Department of Architecture, Faculty of Engineering, The University of Tokyo
 
Apr 1998
 - 
Mar 2000
Department of Architecture, Graduate School, Division of Engineering, The University of Tokyo
 
Apr 2000
 - 
Mar 2003
Department of Architecture, Graduate School, Division of Engineering, The University of Tokyo
 

Committee Memberships

 
Dec 2014
 - 
Today
Work Group 8 (WG8) of the European Association for Earthquake Engineering  Comitee Member
 

Published Papers

 
Kenji Fujii
Buildings   9(9)    Sep 2019   [Refereed][Invited]
The present study predicts the maximum seismic member force of five- and fourteen-story reinforced concrete base-isolated frame buildings adopting pushover analysis. In the first stage of the study, the nonlinear dynamic (time-history) analysis of...
PREDICTING THE PEAK SEISMIC RESPONSE OF A RETROFITTED NINE-STOREY STEEL REINFORCED CONCRETE BUILDING WITH STEEL DAMPER COLUMNS
KENJI FUJII, HIROKI SUGIYAMA, KAZUAKI MIYAGAWA
WIT Transactions on The Built Environment   185    Aug 2019   [Refereed]
In this study, the nonlinear peak response of a retrofitted nine-storey steel reinforced concrete building with steel damper columns was analytically investigated. A steel damper column was added on the side of the exterior frame by connection joi...
Kenji Fujii
Buildings   9(6)    Jun 2019   [Refereed][Invited]
The seismic capacity of the main Uto City Hall building, which was severely damaged by the 2016 Kumamoto Earthquake, was evaluated by the proposed pushover-based procedure. In this procedure, the seismic capacity index of the building is defined a...
Kenji Fujii
JAPAN Architectural Review   1(1) 29-43   Jan 2018   [Refereed][Invited]
The applicability of a simplified procedure, namely mode-adaptive bidirectional pushover analysis (MABPA), to the prediction of the non-linear peak response of a multistory asymmetric building subjected to bidirectional excitation is discussed.The...
Assessment of Pushover-based Method to a Building with Bidirectional Setback
Kenji Fujii
Earthquakes and Structures   11(3) 421-443   Sep 2016   [Refereed]
In this article, the pushover-based simplified procedure is applied to estimate the peak response of asymmetric buildings with bidirectional setback. Nonlinear dynamic (time-history) analysis of two six-storey asymmetric buildings with bidirection...

Books etc

 
Seismic Behaviour and Design of Irregular and Complex Civil Structures 2
Zbgniew Zembaty, Mario De Stefano (Editors), Kenji Fujii et al. (Part:Joint Work, Chapter 2 (pp.13-23), Chapter 9 (pp.99-109))
Springer   Jan 2016   
Report on the Damage Investigation of the 2016 Kumamoto Earthquakes
Jun 2018   

Conference Activities & Talks

 
Seismic Evaluation of the main building of Uto City Hall based on Equivalent Linearization Technique
3 Mar 2019   

Research Grants & Projects

 
Fundamental Research of Damage Control of Asymmetric Building under Multi-Directional Seismic Excitation
Project Year: Apr 2006 - Mar 2008