KITAYAMA Kazuhiro

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Name
KITAYAMA Kazuhiro
Affiliation
Tokyo Metropolitan University
Section
Graduate School of Urban Environmental Sciences, Department of Architecture and Building Engineering
Job title
Professor
Degree
Doctor of Engineering(The University of Tokyo), Master of Engineering(The University of Tokyo)

Research Areas

 
 

Awards & Honors

 
Jun 2017
Prize of Japan Concrete Institute, Japan Concrete Institute
 

Published Papers

 
Detailed Evaluation of the Ultimate Flexural States of Beams in Unbonded Precast Prestressed Concrete Frames
Kiwoong Jin, Sunghoon Song, Kazuhiro Kitayama and Linfei Hao
Bulletin of Earthquake Engineering   17(3) 1495-1519   Mar 2019   [Refereed]
Earthquake Resistance of Reinforced Concrete Corner Beam-Column Joints with Different Column Axial Loads under Bi-directional Lateral Loading
Kazuhiro KITAYAMA and Hiromu KATAE
Bulletin of the New Zealand Society for Earthquake Engineering   50(4) 527-536   Dec 2017   [Refereed]
Seismic Performance and different limit states of beam in Precast Prestressed Concrete Beam-Column Joint Assembled by Unbonded Tendon
KITAYAMA Kazuhiro
39(2) 361-366   Jul 2017   [Refereed]
Shear Capacity of Precast Prestressed Concrete Beam-Column Joint Assembled by Unbonded Tendon
Kiwoong JIN, Kazuhiro KITAYAMA, Sunghoon SONG and Kiyo-omi KANEMOTO
American Concrete Institute, Structural Journal   114(1) 51-62   Jan 2017   [Refereed]
Seismic Behavior and Characteristics of Precast Prestressed Concrete Frame Assembled by Post-Tensioning Unbonded Tendons
SUZUKI Daiki, SONG Sunghoon, JIN Kiwoong and KITAYAMA Kazuhiro
38(2) 511-516   Jul 2016   [Refereed]
Correlation of Earthquake Damage between Superstructure and Pile Foundation in R/C Retrofitted Building
ARAI Takashi and KITAYAMA Kazuhiro
38(2) 1147-1152   Jul 2016   [Refereed]
Seismic Performance of Prestressed Reinforced Concrete Frame with Slab Having Different Prestress Ratios and Bond Conditions along PC Tendon
JIN Kioong and KITAYAMA Kazuhiro
38(2) 475-480   Jul 2016   [Refereed]
Analysis of Two R/C Buildings with Earthquake Damage Level of Difference Regardless of Having Similar Seismic Capacity Indices
HOSHINO Kazuya and KITAYAMA Kazuhiro
38(2) 1141-1146   Jul 2016   [Refereed]
SONG Sunghoon, JIN Kiwoong and KITAYAMA Kazuhiro
第81巻(第725号) 1121-1131   Jul 2016   [Refereed]
Analysis Model for Reinforced Concrete Column Focusing on Yield Deformation
HOSHINO Kazuya and KITAYAMA Kazuhiro
37(2) 181-186   Jul 2015   [Refereed]
KATAE Hiromu and KITAYAMA Kazuhiro
80(713) 1133-1143   Jul 2015   [Refereed]
Estimation of Equivalent Viscous Damping Ratio for Flexural Beam in Prestressed Reinforced Concrete Frame
TAJIMA Yuji and KITAYAMA Kazuhiro
15th World Conference on Earthquake Engineering, USB-Rom, Paper No.1948.      Sep 2012   [Refereed]
Earthquake Resistant Performance of Prestressed Reinforced Concrete Beam-Column Subassemblages Forming Beam Yield Mechanism
KITAYAMA Kazuhiro and YAJIMA Ryuto
Proceedings, 15th World Conference on Earthquake Engineering, USB-Rom, Paper No.0218.      Sep 2012   [Refereed]

Misc

 
Seismic Performance Evaluation of Reinforced Concrete Beam-Column Subassemblage with Partially High-Strengthened Reinforcing Bar (Part 1 : Outline of Tests)
KITAYAMA Kazuhiro, MURAKAMI Ken, KISHIDA Shinji, MURATA Yoshiyuki and ODA Minoru
構造IV 639-640   Sep 2018
Serviceable Limit State for Beams in Precast Prestressed Concrete Frame Assembled by Post-Tensioning Unbonded Tendons
YANG Dichen and KITAYAMA Kazuhiro
構造IV 777-778   Sep 2018
Earthquake Response of Reinforced Concrete Building under Retrofit Construction Damaged by the 2011 East Japan Earthquake Part1. Earthquake Response Analysis for Longitudinal Direction under Horizontal Loading
OGITANI Atsushi, FUJIMA Atsushi and KITAYAMA Kazuhiro
構造IV 727-728   Sep 2018
Exterior Beam-Column Joint Hinging Failure in Precast Prestressed Concrete Frame Assembled by Post-tensioning Unbonded Tendon
ZOU Shan-Shan and KITAYAMA Kazuhiro
Proceedings of the 13th Annual Meeting of Japan Association for Earthquake Engineering   No.P1-24 1-8   Nov 2017
Seismic Performance Estimation of Unbonded Precast Prestressed Concrete Frame Focusing on Different Steel Indices (Part 3:Concrete Strain of Beam)
KITAYAMA Kazuhiro, MIAO Siyu and JIN Kiwoong
構造IV 745-746   Aug 2017
Shear Strength of Reinforced Concrete Interior Beam-Column Joints Considering Good or Poor Bond along Beam and Column Bars
Architectural Institute of Japan, Journal of Structural and Construction Engineering   No.585, pp.131-137    2004
Study on Failure Mechanism of Reinforced Concrete Interior Beam-Column Joints Provided Good Bond along Beam and Column bars
Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan   C-2, Structures IV, pp.785-786    2004
Story Shear Force at Shear Failure in Precast Prestressed Concrete Interior Beam-Column Joints Assembled by Post-Tensioning Steel
Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan   C-2, Structures IV, pp.915-916    2004
Shear Force and Capacity in Reinforced Concrete Beam-Column Joints with Good Bond along Beam and Column Bars
Proceedings, 13th World Conference on Earthquake Engineering   CD-Rom No.1761    2004
Earthquake Resistant Performance of Reinforced Concrete Frame Strengthened by Multi-Story Steel Brace
Proceedings, 13th World Conference on Earthquake Engineering   CD-Rom No.3266    2004
Research on Strength and Deformation Capacity of R/C Frame Strengthened by Steel Brace
Proceedings of the Japan Concrete Institute   Vol.26, No.2, pp.1339-1344    2004
Inspection Report of School Facilities Damaged by Miyagi-ken-oki Earthquake on May 26 2003
Facility of Education, Science, Sports, Culture and Technology   2003 Summer Edition, pp.97-104    2003
Effects of Good Bond along Beam and Column Bars on Shear Performance in R/C Interior Beam-Column Joints (Part1 and Part2)
Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan   C-2, Structures IV, pp.483-486    2003
Experimental Study on Failure of Plane RC Frame Strengthened by Multistory Steel Brace (Part1 and Part2)
Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan   C-2, Structures IV, pp.751-754    2003
Estimation of Equivalent Viscous Damping Ratio for Reinforced Concrete Interior Beam-Column Subassemblages
Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan   C-2, Structures IV, pp.457-458    2003
Shear Performance of R/C Interior Beam-Column Joints Provided Good Bond along Beam and Column Bars
Proceedings of the Japan Concrete Institute   Vol.25, No.2, pp.457-462    2003
Earthquake Resistant Design and Strcutural Analysis for Reinforced Concrete Buildings
Concrete Journal   Vol.41, No.5, pp.43-49    2003
Hysteresis Characteristics and Failure Mechanism of Precast Prestressed Concrete Bean-Column Joints Assembled by Post-tensianing Steel
Proceedings of the first fib congress 2002   627-636    2002
Shear Performance of Vinyl-Fiber Reinforced Concrete Column
Proceedings of the first fib congress 2002   609-618    2002
Study on Hysteresis Characteristics of PCaPC Beam-Column Joints Assembled by Post-Tensioning Steel
Proceedings of the Japan Concrete Institute   24(2), 421-426    2002
Elasto-Plastic Analysis of RV Three Dimensional Frame Considering Up-lift of Multistory Steel Brace
Proceedings of the Japan Soncrete Institeu   24(2), 1201-1206    2002
Failure Mechanism of R/C Interior Beam-Column Joint Subjected to Bi-Lateral Loading
Proceedings of the Japan Concrete Institute   23(3) 379-384   2001
Study on Deformation and Shear Force in Reinforced Concrete Beam-Column Joints
Proceedings of the Japan Concrete Institute   23(3) 361-366   2001
Summary on Investigation to Buildings Damaged by 1999 Kocaeli Earthquake in Turkey
Comprehensive Urban Studies   (72) 39-50   2000
Static Analysis on Full Flexural Failure of Reinforced Concrete Frame Retrofitted by Steel Brace
Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan   Architectural Structure(]G0004[) 373-374   2000
Influences of Beam and Column Bar Bond on Failure Mechanism in Reinforced Concrete Interior Beam-Column Joints
Proceedings of the Japan Concrete Institute   22(3) 697-702   2000
Failure Mechanism of Reinforced Concrete Interior Beam-Column Joints(jointly worked)
Memoirs of Graduate School of Engineering, Tokyo Metropolitan University   49 155-165   1999
Effects of Beam Bar Bond and Column Axial Load on Shear Strength in Reinforced Concrete Interior Beam-Column Joints(jointly worked)
Transactions of the Japan Concrete Institute   21 453-460   1999
Shear Behaviour and Strength of Reinforced Concrete Exterior Beam-Column Joints
Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan   Architectural Structure(]G0004[) 977-978   1999
Effects of Beam Bar Bond and Column Axial Load on Shear Strength in Reinforced Concrete Interior Beam-Column Joints
Proceedings of the Japan Concrete Institute   21(3) 679-684   1999
Three-Dimensional Analysis of Reinforced Concrete School Building Damaged by Hyogoken-Nanbu Earthquake
Proceedings of the Japan Concrete Institute   21(3) 25-30   1999
Earthquake Resistant Performence of Reinforced Concrete School Building Damaged by Tokachi-oki and Sanriku Haruka-oki Earthquakes
Proceedings of 10th Japan Earthquake Engineering Symposium Volume1   1 339-344   1998
Study on Torsional Behaviour of Reinforced Concrete Open Section Shear Wall
Proceedings of the Japan Concrete Institute   20(3) 577-582   1998
Compressive Properties of Concrete Columns Jacketed by Fiberglass-Epoxy Sheets
Proceedings of the Japan Concrete Institute   20(3) 1219-1224   1998
Effect of Axial Loading on Shear Behaviour of Reinforced Concrete Column
Proceedings of the Japan Concrete Institute   20(3) 475-480   1998
Estimation of Yielding Drift for Reinforced Concrete Beam
Journal of Structural and Construction Engineering(transactions of AIJ)   (501) 85-92   1997
Study of Torsional Behavior of H-Shaped R/C Core-Wall(Part1, Part2)
Summaries of Technical Papers of Annual Meeting   Architectural StructureIV 189-192   1997
Shear Strength of Reinforced Concrete Columns Subjected to Varying Axial Load Part3 : Analysis on Shear Strength by Modified Compression Field Theory
Summaries of Technical Papers of Annual Meeting   Architectural StructureIV 15-16   1997
Earthquake Resistant Performanece of Hachinohe-higashi Highschool Damaged by 1994 Sanriku-Haruka-oki Earthquake
Proceedings of the Japan Concrete Institute   19(2) 375-380   1997
Effect of Lateral Reinforcement on Shear Strength in Reinforced Concrete Interior Beam-Column Joint
Summaries of Technical Papers of Annual Meeting   Architectural StructureIV 663-664   1996
Interaction of Bond Deterioration along Beam Bars through R/C interior Joints and Beams(jointly worked)
Proceedings of the Eleventh world Conference on Earthquake Engineering   by using CD-ROM    1996
Yield Deformation of Beam Member in R/C Interior Beam-Column Joint
Proceedings of the Japan Concrete Institute   18(2) 959-964   1996
Shear Strength of Reinforced Concrete Columns Subjected to Axial Tension
Proceedings of the Japan Concrete Institute   18(2) 875-880   1996
Beam-Column Joint Shear and Bond along Beam Longitudinal Bars in Reinforced Concrete Frames
Journal of Structural Engineering   42(B) 169-179   1996
Deterioration of Compressive Properties of Cracked Concrete Confined by Lateral Bars
Proceedings of the Japan Concrete Institute   17(2) 1299-1304   1995
Bond Characteristics along Beam Bars Passing through Reinforced Concrete Frames
Proceedings of the Japan Concrete Institute   17(2) 297-302   1995
Estimate of Attained Maximum Deformation of R/C Members subjected to Earthquake Loading
Proceeding of the 64th Architectural Research Meetings, Kanto chapter, AIJ.   structure system 121-124   1994
Finite Element Analysis on Restoring Force Characteristics of Reinforced Concrete Beam-Column Joint
Summaries of Technical Papers of Annual Meeting   Architectural StructureIIC 565-566   1994
Seismic Resistant Design of Reinforced Concrete Beam-Column Joints
Proceedings of the Japan Earthquake Engrg. Symposium   2 2047-2052   1994

Books etc

 
Guidelines for Performance Evaluation of Earthquake Resistant Reinforced Concrete Buildings (Draft)
Architectural Institute of Japan   2004   
Structural Mechanics for buildings
Asakura Shoten   2003   
Recommendation to R/C Structural Design after Hanshin-Awaji Earthquake Disaster
Architectural Institute of Japan   1998   
Design Guidelines for Earthquake Resistant Reinforced Concrete Buildings Based on Inelastic Displacement Concept(Draft)
Architectural Institute of Japan   1997   
Earthquake Resistant Design for Reinforced Concrete Buildings Based on Ultimate Strength Concept
1990   

Association Memberships

 
 

Works

 
Earthquake Resistant Performance of Precast Prestressed Concrete Beam-Column Joints
2000
Performance-Based Engineering for Reinforced Concrete Buildings
1999

Research Grants & Projects

 
Seismic Resistance in Reinforced Concrete Buildings
Failure Mechanism in R/C Beam-Column Joint
Grant-in-Aid for Scientific Research
Shear Strength in R / C Column Snbjected to Varying Axial Load
Grant-in-Aid for Scientific Research
Seismic Retrofit by Multi-story Steel Brace
Grant-in-Aid for Scientific Research
Seismic Retrofit for Reinforced Concrete Buildings