Theory and Design of R/C Beam-column Joints

Test and Modelling of Strength and Ductility of R/C Members

  • 1. Shunsuke OTANI, Takashi KANEKO, Hitoshi SHIOHARA (2003). "Strain Rate Effect on Performance of Reinforced Concrete Members. " Proc. of fib symposium, Concrete Structures in Seismic Regions, May 2003, Athens.
  • 2. WU, Xiao-Han, Shunsuke Otani, Hitoshi Shiohara, (2001), Tendon Model for Nonlinear Analysis of Prestressed Concrete Structures, Journal of Structural Engineering., ASCE, Vol. 127, No.4, April, 2001, pp.398-405 (2001).
  • 3. Takashi Kaneko; Hitoshi Shiohara; Shunsuke Otani. (2001). Effect of dynamic loading on reinforced concrete beams on ultimate shear failure after flexure yielding, Transactions of the Japan Concrete Institute.2001;23:335-342.
  • 4. Chengxu YANG, Hitoshi SHIOHARA, Shunsuke OTANI (2000). "An Analysis of the influence of Bond Condictions of Tendons on the Hysteretic Behavior of PC Members," Transactions of the Japan Concrete Institute.2000;22:305-310.

Performance Based Earthquake Engineering

  • 1. Suhee Kim; Hitoshi Shiohara. (2012). Nonlinear seismic response analysis of reinforced concrete chimneys (in Japanese). Journal of Structural and Construction Engineering.2012;77(682):1933-1939.
  • 2. Huseyin Darama; Hitoshi Shiohara. (2009). Development of a New Precast concrete panel wall system incorporated with energy dissipative dowel connectors. eotechnical, Geological and Earthquake Engineering.2009;10:237-266.
  • 3. Kaori Okubo; Hitoshi Shiohara; Huüseyin Darama; Kazuo Tamura.  (2007). Non-structural reinforced concrete partition walls as secondary damping devices. Improving the Seismic Performance of Existing Buildings and Other Structures - Proc. 2009 ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures.2009:1034-1045.
  • 4. Huseyin DARAMA, Hitoshi Shiohara (2007). Development of a new precast concrete panel wall system incorporated with energy dissipative dowl connectors. Proc. of International Workshop on Measures for the Prevention of Total Collapse of Existing Low-Rise Structures, Istanbul Technical University, November 19-20, 2007.
  • 5. Huseyin DARAMA, Hitoshi Shiohara (2005). Energy Dissipation of Precast Partition Connectors in R/C Frame Structure. Proceedings of the 3rd Annual Meeting of Japan Association for Earthquake Engineering, January 2005, pp. 432-433.
  • 6. ALAGHEBANDIAN, Reza, OTANI, S., and SHIOHARA H. (1998), Effect of distributed mass on Earthquake Response of Reinforced concrete Frames
  • 7. Tatsuo Murota; Hisahiro Hiraishi; Takashi Kaminosono; Masaomi Teshigawara; Hitoshi Shiohara; Hideo Fujitani. (1992). Development of advanced reinforced concrete buildings using high-strength concrete and reinforcement researches on structural performance conducted in 1991, NIST Special Publication.1992;(843):337-357.
  • 8. Tatsuo Murota; Hisahiro Hiraishi; Takashi Kaminosono; Masaomi Teshigawara; Hitoshi Shiohara. (1990). Development of advanced reinforced concrete buildings using high-strength concrete and reinforcement, NIST Special Publication.1990;(796):388-399.
  • 9. Shiohara, H., S. Otani, and H. Aoyama (1983) : "Comparison of Various MemberModels for Reinforced Concrete Earthquake Response Analysis," Transactions of JCI, Vol. 5, pp. 269-276.
  • 10. Kabeyasawa, T., H. Shiohara, S. Otani and H. Aoyama (1983) : "Analysis of theFull Scale Seven Story Reinforced Cocnrete Test Structures," Journal of theFaculty of Engineering, The University of Tokyo, Vol. 37, No. 2, 1983, pp.431-478.
  • 11. S. Otani, T. Kabeyasawa, H. Shiohara and H. Aoyama (1985) : "Analysis of the FullScale Seven Story Reinforced Concrete Test Structure," ACI, SP-84, April, pp. 203-239.

Life Cycle Seismic Vulnerability Assessment of R/C Buildings

  • 1. Hideyuki Kinugasa; Tomohisa Mukai; Koichi Morita; Seitaro Tajiri; Hiroshi Fukuyama; Hitoshi Shiohara. (2006). Proposal of index for repairable evaluation of buildings based on engineering factors in repair cost increase (in Japanese). AIJ Journal of Technology and Design.2011;17(36):531-536.
  • 2. Noriyuki TAKAHASHI, Yoshiaki NAKANO and Hitoshi SHIOHARA. (2006). Reparability Demand Spectrum of R/C Buildings due to the Lifecycle Seismic Loss Esitimation. Proc. of First European Conference on Earthquake Engineering and Seismology, Geneva, Sept 3-8, 2006, paper Number: 807.
  • 3. Noriyuki Takahashi, Hitoshi Shiohara and Yoshiaki Nakano (2006). Equivalent Seismic Loss Spectrum for A Performance Based Design of Sustainable R/C Buildings. Proc. 8th National Conference on Earthquake Engineering, San Francisco, April 2006, Paper No. 615 on the CD-ROM.
  • 4. TAKAHASHI N., (2002), "Effect of the model correlating structural damage to repairing cost on life cycle economic loss estimation of building structures in High Seismic Zone," Proc. of the Seventh U.S. National Conference on Earthquake Engineering, July 21-25, Boston, Massatusets.
  • 5. Hitoshi SHIOHARA, Noriyuki TAKAHASHI, and Shunsuke OTANI, (2001), EFFECTS OF THE MODELling CORRELATING STRUCTURAL DAMAGE TO REPAIRING COST ON LIFE CYCLE ECONOMIC LOSS OF BUILDING STRUCTURES IN HIGH SEISMIC ZONE, US-Japan Workshop on Performance Based Seismic Design of Reinforced Concrete Building Structures, Seattle, August 19-20, 2001.
  • 6. Noriyuki Takahashi; Hitoshi Shiohara; Shunsuke Otani. (2000). Repairability of building structures vulnerable to earthquake hazards in terms of life cycle economic loss, Transactions of the Japan Concrete Institute.2000;22:189-194.
  • 7. Hitoshi SHIOHARA (1999) "Lifecycle Economic Loss Estimation of R/C Frame Structure subjected to Multiple Earthquake Load Sequences." US-Japan Workshop on Performance Based Seismic Design of Reinforced Concrete Building Structures, Hawaii.

Seismic Precast Concrete Structural System

  • 1. SHIOHARA, H. and WATANABE F., (2000). "The Japan PRESSS Precast Concrete Connection Design," Proceedigs of the 12th World Conference on Earthquake Engineering, No. 2348/6/A, Auckland, New Zealand.
  • 2. Shin Okamoto; Shinsuke Nakata; Takashi Kaminosono; Hitoshi Shiohara; Mizuo Inukai. (1991). U.S.-Japan cooperative research program precast seismic structural system. Part 1. Design trial of 15 story precast reinforced concrete buildings, NIST Special Publication.1991;(820):357-367.
  • 3. Shinsuke Nakata; Takashi Kaminosono; Hitoshi Shiohara; Mizuo Inukai. (1991). Japan-U.S. cooperative research program PRESSS, part 3 experimental study on shear walls of high-rise precast reinforced-concrete frame buildings, NIST Special Publication.1991;(820):383-388.
  • 4. Shin Okamoto; Shinsuke Nakata; Hisahiro Hiraishi; Takashi Kaminosono; Hitoshi Shiohara. (1990). Japan research plan on Precast Concrete Seismic Structural System (PRESSS Japan). NIST Special Publication.1990;(796):77-88.

Miscelleneous

  • 1. T. Kabeyasawa; H. Shiohara; K. Kudo; K. Fujita; K. Kusu; N. Suzuki; K. Kitayama; I. Takahashi; K. Kanata; H. Kimura; et al. (2000). Progress report on damage investigation after Kocaeli earthquake by Architectural Institute of Japan, International Journal for Housing Science and Its Applications.2000;24(1):97-126.
  • 2. Hitoshi Shiohara. (1986). PLASTIC ANALYSIS FOR ULTIMATE STRENGTH OF REINFORCED CONCRETE SHEAR WALLS . Transactions of the Japan Concrete Institute.1986;8:489-496.
  • 3. Hitoshi Shiohara; Youji Hosokawa; Tetsuya Nakamura; Hiroyuki Aoyama. (1985). DIRECT SHEAR TRANSFER MECHANISM AT THE INTERFACE OF REINFORCED CONCRETE CONSTRUCTION JOINT. Trans of the Jpn Concr Inst.1985;6:409-416.
  • 4. Hitoshi Shiohara; Youji Hosokawa; Tetsuya Nakamura; Hiroyuki Aoyamama. (1985). EARTHQUAKE STRENGTHENING METHOD OF EXISTING REINFORCED CONCRETE BUILDINGS. Trans of the Jpn Concr Inst.1985;6:725-732.
  • 5. Hitoshi Shiohara; Yohji Hosokawa; Tetsuya Yamamoto; Hiroyuki Aoyama. (1985). SHEAR STRESS DISTRIBUTION IN EARTHQUAKE STRENGTHENING POST-CAST REINFORCED CONCRETE SHEAR WALL, Transactions of the Japan Concrete Institute.1985;7:607-614.
  • 6. Toshimi Kabeyasawa; Hitoshi Shiohara; Shunsuke Otani; Hiroyuki Aoyama. (1983). Analysis of the Full-scale Seven-story Reinforced Concrete Test Structures. Journal of the Faculty of Engineering, University of Tokyo, Series B.1983;37(2):431-478.