Papers

Journals

  • Nakano, T., Miyamoto, Y. and Hirose, H.: Seismic response of pile group in granular soil subjected to input motion in cblique direction, Journal of Structural and Construction Eingineering (Transactions of AIJ), 85(777), pp.1419-1429, 2020.11.
  • Kobayashi, T., Miyamoto, Y., Nakano, T. and Kashiwa, H.: Lateral resistance of steel pipe pile with wings utilizing ground improvement around pile head, AIJ Journal of Technology and Design, 26(64), pp.863-898, 2020.10.
  • Takino, A., Mukaibo, K., Araki, Y., Miyamoto, Y., Isoda, H. and Kawai, N.: Experimental study on restoring force characteristics of column rocking with horizontal cross members and installed rebar with small plate, Journal of Structural and Construction Eingineering (Transactions of AIJ), 85(771), pp.715-723, 2020.5.
  • Nakano, T. and Miyamoto, Y.: Hysteresis characteristics of lateral resistance of pile groups in granular or cohesive soil based on three-dimensional finite element method, Journal of Structural Engineering, 66B, pp.237-244, 2020.3.
  • Miyamoto, Y. and Sato, A.: Simulation analysis of response of seismic isolated Tsutenkaku Tower during the 2018 Osaka North Earthquake, Journal of JAEE, 20(2), pp.79-89, 2020.2.
  • Kobayashi, T., Nakano, T., Kashiwa, H. and Miyamoto, Y.: In-situ lateral loading tests on two piles group of steel pipe pile with wings, AIJ Journal of Technology and Design, 26(62), pp.85-90, 2020.2.
  • 宮本裕司：大地震での揺れと建物の耐震対策，生産と技術　大阪大学生産技術研究会編集　社団法人生産技術振興協会，Vol.72, No.1，pp.19～23，2020年新春号
  • 宮本裕司：平成から令和へ －建築構造が受け継ぐものは－，日本免震構造協会 ＭＥＮＳＨＩＮ 巻頭言，No.105，2019.7.
  • Kobayashi, T., Nakano, T., Kashiwa, H. and Miyamoto, Y.: Study on lateral soil resistance around steel pipe pile with wings by static cyclic loading tests, Journal of Structural and Construction Eingineering (Transactions of AIJ), 84(759), pp.639-647, 2019.5.
  • 宮本裕司：（特別寄稿）2018年6月18日大阪北部地震での免震建物調査, 日本免震構造協会MENSHIN No.102, pp.30～36, 2018.10.
  • Yamamoto, S. and Miyamoto, Y.: Modeling for lateral resistance characteristics of retaining wall in collision of base-isolated building, Journal of Structural and Construction Eingineering (Transactions of AIJ), 83(749), pp.975-983, 2018.7.
  • Nakano, T., Miyamotom Y. and Kawabe, H.: Nonlinear soil-structure interaction of Mashiki Town Office subjected to continuous strong motions during the 2016 Kumamoto Earthquake, 83(748), pp.781-791, 2018.6.
  • 宮本裕司：地震を学び揺れに備える‐地震に強い都市を目指して‐，生産と技術 大阪大学生産技術研究会編集　社団法人生産技術振興協会，Vol.70，No.2 別冊，pp.51～53，2018.4.
  • Inubushi, T., Miyamoto, Y. and Enomoto, T.: Simulation analysis using the simple modeking method for lateral resistance of retaining wall with backfill about collision experiment to retaining wall with base-isolated building model, AIJ Journal of Technology and Design, 24(56), pp.53-57, 2018.2.
  • Kashiwa, H., Kobayahi, T. and Miyamoto, Y.: Evaluation of lateral resistance of steel pile with wings in cyclic loading tests, AIJ Journal of Technology and Design, 24(56), pp.94-104, 2018.2.
  • Sasaki, K., Nagano, M., Hori, A., Nozu, A. and Kawabe, H.: Evaluation of long-period ground motions in Kanto Plain using source models for the 2011 Tohoku Earthquake, AIJ Journal of Technology and Design, 24(56), pp.75-80, 2018.2.
  • Miyamoto, Y., Shimamura, A., Fujii, S., Hoshizawa, F. and Kashiwa, H.：A fundamental study on the earthquake response reduction of base-isolated foundation backfilled using an improved compound geomaterial, Japan Architectural Review, Architectural Institute of Japan, Volume 1, Issue 1, Pages 56–66, January 2018(Link)
  • Hitose, H. and Miyamoto, Y.: Calculation formulas of nonlinear lateral soil resistance around pile based on 3D-FEM, Journal of Structural and Construction Eingineering (Transactions of AIJ), 82(739), pp.1361-1370, 2017.9.
  • Ma, C., Nakano, T. and Miyamoto, Y.: Influences of soil failure criterion on horizontal soil resistance of pile group, Journal of Structural and Construction Eingineering (Transactions of AIJ), 82(736), pp.813-821, 2017.6.
  • Umakoshi, M., Miyamoto, Y., Shimamura, A., Nakana, S. and Miyake, T.: Seismic response reduction of a house with improved composite soil material, AIJ Journal of Technology and Design, 23(54), pp.421-426, 2017.6.
  • Inubushi, T., Miyamoto, Y., Enomoto, T. and Yamashita, T.: Applocation of simple modeling method to retaining wall with elasto-plastic prooerty - study on simple modeling for lateral resistance of retaining wall in collision with a base-isolated structure Part 2 -, Journal of Structural and Construction Eingineering (Transactions of AIJ), 81(730), pp.1993-2003, 2016.12.
  • Watanabe, S. and Miyamoto, Y.: Resistance characteristics of retaining wall with back soil in the collision of base-isolation building, Journal of Structural and Construction Eingineering (Transactions of AIJ), 81(727), pp.1413-1421, 2016.9.
  • Hirose, H., Nakano, T. and Miyamoto, Y.: Nonlinear lateral soil resistance around pile considering the effect of pile arrangement in pile group, Journal of Structural and Construction Eingineering (Transactions of AIJ), 81(726), pp.1233-1241, 2016.8.
  • Xing, S. and Miyamoto, Y.: Seismic Response Characteristics of a Building Supported by Pile Foundation in Frozen Soil Based on Shaking Table Test, Journal of Earthquake and Tsunami, June 2016, Vol.10, No.02
  • Nakano, T. and Miyamoto, Y.: Nonlinear horizontal soil resistance of pile group foundation subjected to arbitraty direction load, Journal of Structural and Construction Eingineering (Transactions of AIJ), 81(721), pp.505-514, 2016.3.
  • Nakano, T. and Miyamoto, Y.: Nonlinear horizontal soil resistance of pile with different pile spacing and pile number subjected to arbitrary direction load, Journal of Structural Engineering, 62B, pp.363-371, 2016.3.
  • Xing, S. and Miyamoto, Y.: Study on seismic response pf a building supported by piles in frozen soil at cold regions, Journal of Structural and Construction Eingineering (Transactions of AIJ), 80(717), pp.1667-1676, 2015.11.
  • Iida, M., Iiba, M., Kusunoki, K., Miyamoto, Y. and Isoda, H.: Seismic Response of Two RC Buildings and One Wood Building Based on an Input Wave Field, International Journal of Geomechanics, ASCE, Volume15/Issue6, 2015.11
  • Inubushi, T., Miyamoto, Y., Yamashita, T. and Enomoto, T.: Study on simple modeling for lateral resistance of retaining wall in collision with a base-isolated structure, Journal of Structural and Construction Eingineering (Transactions of AIJ), 80(813), pp.1033-1043, 2015.7.
  • Ito, S., Yamashita, T., Miyamoto, Y., Inubushi, T. and Enomoto, T.: Study on effective input motions to the seismic design building and to the base-isolated building based on seismic records and FEM analysis, AIJ Journal of Technology and Design, 21(48), pp.471-476, 2015.6.
  • Xing, S., Kashiwa, H., Nakano, T. and Miyamoto, Y.: Effects of strong nonlinearity of ground around piles or improved soil on seismic response of building suppoeted by piles under very strong seismic motion, Journal of Structural and Construction Eingineering (Transactions of AIJ), 80(710), pp.583-591, 2015.4.
  • Okunaka, R., Miyamoto, Y., Kashiwa, H. and Watanabe, S.: Study on response of base-isolation building in oblique collision with retaining wall, Journal of Structural and Construction Eingineering (Transactions of AIJ), 79(706), pp.1763-1771, 2014.12.
  • Akita, S., En, K, Kudo, W., Morobishi, R. and Miyamoto, Y.: Study on modeling reduction in high-frequency component of input motion at heterogeneous hard-rock sites, Journal of Structural and Construction Eingineering (Transactions of AIJ), 78(694), pp,2113-2121, 2013.12.
  • Kashiwa, H. and Miyamoto, Y.: Damage evaluation of pile cap during large earthquake based on simulation of centrifugal test focues on pile plasticity, Journal of Structural and Construction Eingineering (Transactions of AIJ), 78(694), pp.2133-1242, 2013.12.
  • Nakano, T., Kashiwa, H. and Miyamoto, Y.: Simulation analysis about damaged structure suppoeted by piles in heavily damaged zone during the 1996 Hyogoken-nambu Earthquake, Journal of Structural and Construction Eingineering (Transactions of AIJ), 78(692), pp.1695-1704, 2013.10.
  • Miyamoto, Y., Shimamura, A., Fujii, S., Hoshizawa, F. and Kashiwa, H.: Fundamental study on earthquake response reduction of base isolated spread foundation with baclfilled by improbed compound geo-material, Journal of Structural and Construction Eingineering (Transactions of AIJ), 78(691), pp.1559-1567, 2013.9.
  • Akita, S., Nakamura, N., Kudo, W., Suzuki, T.. Kinoshita, T. and Miyamoto, Y.: A study on time domain energy transmitting boundary for improving effeciency of calculation and application to detail soil-structure interaction system, Journal of Structural and Construction Eingineering (Transactions of AIJ), 78(689), pp.1263-1272, 2013.7.
  • Shimamura, A., Matsumoto, M., Okunaka, R., Kashiwa, H. and Miyamoto, Y.: Fundamental study on response reduction of base-isolation building in collision to retaining wall of improved compound geo-material, Journal of Structural and Construction Eingineering (Transactions of AIJ), 78(684), pp.309-317, 2013.2.
  • Yamaguchi, Y., Nakano, K. and Miyamoto, Y.: Study on ground motion characteristics and concentration of damages in Toyonaka City, Osaka during the 1995 Hyogo-ken Nanbu Earthquake, Journal of Structural and Construction Eingineering (Transactions of AIJ), 77(680), pp.1493-1499, 2012.10.
  • Ito, S., Yamashita, T., Shirayama, A., Baba, K. and Miyamoto, Y.: Seismic response characteristics of high ductile structures with embedded foundation, Vertification of radiation damping based on dynamic ground impedance, Journal of Structural and Construction Eingineering (Transactions of AIJ), 76(667), pp.1621-1630, 2011.9.
  • Hidekawa, T., Kishimoto, M., Kashiwa, H., Miyamoto, Y. and Tamura, S.: Earthquake response of building supported on piles considerd with nonlinarity of pile-soil system, Journal of Structural and Construction Eingineering (Transactions of AIJ), 76(661), pp.491-498, 2011.3.
  • Shimamura, A., Kishimoto, M., Kashiwa, H., and Miyamoto, Y.: Study on the mechanical properties of a geo-material composed of soil using rubber-chips and fibrous materials, AIJ Journal of Technology and Design, 17(35), pp.61-66, 2011.2.
  • Watanabe, T., Miyamoto, Y. and Suzuki, Y.: Analysis and simulation of observed seismic records of the traditional wooden temple, Higashi-honganji Goeidou, AIJ Journal of Technology and Design, 17(35), pp.117-122, 2011.2.
  • Mori, M., Iiba, M., Yamamoto, K, Miyamoto, Y., Koyamada, K., Koyama, S. and Kashima, T.: Estimation of damaged building response based on strong motion records during the 2007 Niigata-ken Chuetsu-oki Earthquake, Journal of Structural and Construction Eingineering (Transactions of AIJ), 75(651), pp.933-942, 2010.5.
  • Hikita, M, Sako, Y. and Miyamoto, Y.: Effects of non-linearity of foundation, girder, pile and soil-pile spring on dynamic behavior of pile-supported structure, Journal of Structural and Construction Eingineering (Transactions of AIJ), 74(641), pp.1241-1248, 2009.7.
  • Hijikata, K., Sugiyama, T., Tokumitsu R., Yamazoe, M., Koyamada, K, Okano, H. and Miyamoto, Y.: Study on input motion and dynamic response for undamaged RC school building during the 2004 Niigata-ken Chuetsu Earthquake, Journal of Structural and Construction Eingineering (Transactions of AIJ), 73(631), pp.1519-1527, 2008.9.

Int'l conferences

  • Kim, D. and Miyamoto, Y.: 3D FE Analysis of a Base-Isolated Building Considering Structural Collisions with Moat Walls, The 17th World Conference on Earthquake Engineering, 2g-0013, Sendai, Japan, 2020.9.
  • Takino, A., Sato, M., Hibino, A., Muramoto, M., Utsunomiya, N. and Miyamoto, Y.: Experimental Study on Seismic behavior of frame with Board Walls of Traditional Temple and Shirine Structures, The 17th World Conference on Earthquake Engineering, 3d-0028, Sendai, Japan, 2020.9.
  • Nakano, T. and Miyamoto, Y.: Nonlinear Soil Resistance of Pile Group Foundation Subjected to Harmonic Excitation Based on 3D FEM, The 17th World Conference on Earthquake Engineering, 4c-0005, Sendai, Japan, 2020.9.
  • Kobayashi, T. and Miyamoto, Y.: Lateral Soil Resistance and Reinforcement Effect around Pile Head of Steel Pipe Pile with Wings, The 17th World Conference on Earthquake Engineering, 4e-0007, Sendai, Japan, 2020.9.
  • Kobayashi, T. and Miyamoto, Y.: Cyclic lateral loading test and simulation of lateral soil resistance for steel pipe pile with wings, Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions, pp.3379-3387, 7th International Conference on Earthquake Geotechnical Engineering, Rome, Italy, 2019.6.
  • Nakano, T. and Miyamoto, Y.: Nonlinear horizontal resistance of pile groups with soil properties that differ from surrounding soil, Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions, pp.4079-4086, 7th International Conference on Earthquake Geotechnical Engineering, Rome, Italy, 2019.6.
  • Nishida, M., Miyamoto, Y., Shimamura, A. and Kobayashi, T.: Simulation analysis of static loading test for steel pipe pile strengthened by the new composite geo-material, Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions, pp.4118-4125, 7th International Conference on Earthquake Geotechnical Engineering, Rome, Italy, 2019.6.
  • Nakano, T. and Miyamoto, Y.: Hysteresis characteristics of lateral soil resistance of pile group based on 3D FEM, International Conference on Civil, Architecture and Marine Engineering, Osaka, Japan, 2019.4.
  • Sato A. and Miyamoto, Y.: Seismic response reduction of base isolated building with cushioning in collision with retaining wall, International Conference on Civil, Architecture and Marine Engineering, Osaka, Japan, 2019.4.
  • T. Nakano, Y. Miyamoto：Dynamic Nonlinear Horizontal Resistance of Pile Group Considering Soil Types and Pile?Soil Contact Conditions、Sustainability Issues for the Deep Foundations、pp.14-25、GeoMEast 2018、Cairo、Egypt、2018.11.
  • T. Kobayashi, Y. Miyamoto：Lateral Resistance of Steel Pipe Pile with Wings by Static Cyclic Loading Tests、Dynamic Soil-Structure Interaction for Sustainable Infrastructures、pp.40-52、GeoMEast 2018、Cairo、Egypt、2018.11.
  • A. Shimamura, Y. Miyamoto, T. Kobayashi：Experimental Study on Lateral Resistance of Steel Pipe Pile with Wings Using the New Composite Geo-material with Magnesium Acrylate、Dynamic Soil-Structure Interaction for Sustainable Infrastructures、GeoMEast 2018、Cairo、Egypt、2018.11.
  • Dongha Kim, Yuji Miyamoto: Seismic Response of Base-Isolated Buildings Considering Earthquake-Induced Structural Collision with Retaining Walls, Proceedings of The 12th International Symposium on Architectural Interchanges in Asia,(ISAIA2018), Pyeongchang Alpensia Gangwon Kores, October23-26,2018.
  • Yuji Miyamoto, Toshio Kobayashi, Atsushi Shimamura: Application of New Geo-Material to Reduce the Earthquake Response of Structure (Invited Speaker), Proceedings of The 2018 International Symposium for Advanced Material Research(ISAMR2018), Asia Pacific Society for Materials Science, Sun Moon Lake Taiwan, August16-19, 2018.
  • T. Inubushi, Y. Miyamoto, T. Yamashita, T. Enomoto: Analytical Study on Simple Modeling for Lateral Resistance of Retaining Wall in Collision with a Base-Isolated Structure, 16th World Conference on Earthquake Engineering, No. 1566, Santiago, Chile, January9-13, 2017
  • H. Kawabe, Y. Miyamoto, S. Tanaka: Long period ground motion prediction in the Osaka basin for future Nankai Trough Earthquake, 16th World Conference on Earthquake Engineering, No. 1555, Santiago, Chile, January9-13, 2017
  • H. Hirose, T. Nakano, Y. Miyamoto: Lateral soil resistance of each pile in pile group by shaking table tests and its simulation analysis, 16th World Conference on Earthquake Engineering, No. 2731, Santiago, Chile, January9-13, 2017
  • T. Nakano, Y. Miyamoto: Nonlinear Soil Resistance of Pile Group Subjected to Load in Different Directions Based on Nonlinear 3D FEM, 16th World Conference on Earthquake Engineering, No. 2885, Santiago, Chile, January9-13, 2017
  • Atsuo TAKINO, Tomonori SHIBUTANI, Yuji MIYAMOTO：Evaluation of Seismic Performance of Traditional Wooden Structure based on 3D FEM Analysis、IABSE Conference Nara 2015、May 13-15 2015
  • S. Akita, S. Miyazaki, Y. Imazuka, K. En, Y. Miyamoto: Reduction in High-Frequency Component of Foundation Input Motion Caused by Spatial Variation of Earthquake Ground Motion, 15th World Conference on Earthquake Engineering, Lisbon, Portugal.，2013.1
  • H. Kashiwa, T. Nakano, Y. Miyamoto: Effect of Ground Improvement around Pile Foundation on Seismic Behavior pf Pile Structure during Very Large Earthquake, 15th World Conference on Earthquake Engineering, Lisbon, Portugal.，2013.1
  • A. Shimamura, H. Kashiwa, Y. Miyamoto: Study on Earthquake Response Reduction of Direct Foundation Using Composite Geomaterial, 15th World Conference on Earthquake Engineering, Lisbon, Portugal.，2013.1
  • Hisatoshi Kashiwa, Takaharu Nakano, Yuji Miyamoto: Effect of Ground Improvement around Pile Foundation on Seismic Behavior of Pile Structure during Very Large Earthquake, 15th World Conference on Earthquake Engineering Paper No. 3937, Lisbon Portugal, September24-28, 2012
  • A. Shimamura, H. Kashiwa, Y. Miyamoto: Study on Earthquake Response Reduction of Direct Foundation Using Composite Geomaterial, 15th World Conference on Earthquake Engineering Paper No. 1862, Lisbon Portugal, September24-28, 2012
  • Atsuo Takino, Atsushi Kunugi, Yuji Miyamoto, Yasuhiko Tashiro: Analytical and Experimental Study on Structural Behavior of Traditional Wooden Frame Including Kumimono, 15th World Conference on Earthquake Engineering Paper No. 1765, Lisbon Portugal, September24-28, 2012
  • S. Akita, S. Miyazaki, Y. Imazuka, K. En, Y. Miyamoto: Reduction in High-Frequency Component of Foundation Input Motion Caused by Spatial Variation of Earthquake Ground Motion, 15th World Conference on Earthquake Engineering Paper No. 2046, Lisbon Portugal, September24-28, 2012
  • Yuji MIYAMOTO ：Advanced technologies to reduce earthquake damage of structures、大阪大学フォーラム2011　防災・減災・災害復興と国際協力　日中の経験に学ぶ、pp.20-21、27-28 October 2011
  • Atsushi Shimamura, Hisatoshi Kashiwa, Yuji Miyamoto: Earthquake Response Reduction Considering Nonlinear Interaction between Composite Geomaterials and Foundation, The 2011 World Congress on Advances in Structural Engineering and Mechanics, pp.4972-4981, 18-22 September 2011, Seoul, Korea
  • Hisatoshi Kashiwa, Yuji Miyamoto: Seismic Response Analysis of Structure Supported by Piles Subjected to Very Large Earthquake Based on 3D-FEM, The 2011 World Congress on Advances in Structural Engineering and Mechanics, pp.1920-1929, 18-22 September 2011, Seoul, Korea
  • Atsuo TAKINO, Atsushi KUNUGI, Toru OGUMA, Yuji MIYAMOTO, Yasuhiko TASHIRO and Yoshiyuki SUZUKI: ANALYTICAL STUDY ON BUCKLING BEHAVIOR OF TIMBER COLUMN INCLUDING KUMIMONO, International Symposium on Disaster Simulation & Structural Safety in the Next Generation, pp.101-106, 17-18 September 2011, Kobe, Ja-pan