| 1. | New Design Method of Space Structures Using Beam-like Lattice Trusses | International Associations of Bridge and Structual Engineering International Symposium |
| [T.Suzuki, T.Ogawa, T.Takeuchi, K.Ukai, M.Kato] | pp.677-685 1985.5 | |
| 2. | Development of Unbonded Brace | Quarterly Column No.115 |
| [M.FUJIMOTO, A.WADA, E.SAEKI, T.TAKEUCHI, A.WATANABE] | pp.91-96 1990.1 | |
| 3. | A Basic Study on the Tensile Rod Supported Glazing | Int. Assoc. of Shell and Space Structures-SEIKEN International Symposium, Tokyo, Japan |
| [T.Takeuchi, H.Kitamura, H.Higuchi, K.Ukai, M.Kato] | pp.481-488 1993.1 | |
| 4. | A Practical Design and Construction of Tension Rod Supported Glazing | International Associations of Shell and Space Structures -American Society of Civil Engineering International Symposium, Atlanta, U.S.A |
| [T.Takeuchi, H.Kitamura, K.Harada, K.Higuchi, A.Harada, M.Iwata] | pp.684-693 1994.4 | |
| 5. | Tube Action and Construction of Star-Shaped 80 Story Skyscraper | Structual Engineers' World Congress 1998 San Francisco, U.S.A |
| [T.Takeuchi, David C.S.Lee, I.Kimura] | pp.562-568 1998.7 | |
| 6. | Vibration-Control Devices For Tension Structures Using Visco-elastic or Viscous Material with Spring |
Int. Assoc. of Shell and Space Structures Int. Sym. Nagoya, Japan |
| [T.Takeuchi, K.Kaneda, M.Iwata, A.Wada, M.Saitoh] | pp.No.A8-49 2001.1 | |
| 7. | Performance Evaluation and Design of Passively Controlled Building Using Equivalent Linerization |
Structual Engineers World Comgress 2002 Yokohama, Japan |
| [T.Takeuchi, K.Kasai, K.Ohara, Y.Kimura, H.Nakashima] | pp.T2-2-a-2 2002.1 | |
| 8. | Performance-Based Design of High-rise Truss Structures Using Hysteretic Dampers | STESSA 2003 Napel, Italy 2003.6 |
| [T.Takeuchi, K.Suzuki] | pp.55-61 2003.6 | |
| 9. | Passive Vibration Control Concept for Truss Frame Structures | 1st Int. Conf. on Urban Earthquake Engineering |
| [T.Takeuchi] | pp.133-140 2004.3 | |
| 10. | Experimental Studies of Tower Structures with Hysteretic Dampers | Smart Structures Technologies and Earthquake Eng., SE'04 |
| [T.Takeuchi, T.Uchiyama, K.Suzuki, Y.Ookouchi, T.Sugiyama, T.Ogawa, S.Kato] | pp.483-488 2004.7 | |
| 11. | Hysteresis Model of Steel Material For The Buckling Restrained Brace Considering The Strain Rate Dependency |
13th World Conference on Earthquake Engineering, No.006 |
| [S.Yamada, S.Kishiki, T.Takeuchi, A.Wada] | 2004.8 | |
| 12. | New Ductile Frames Limiting Damage to Connection Elements at the Bottom Flange of Beam-Ends |
13th World Conference on Earthquake Engineering, No.059 |
| [S.Kishiki, S.Yamada, T.Takeuchi, A.Wada] | 2004.8 | |
| 13. | Response Evaluation of Medium-Span Lattice Domes with Substructures | Int. Assoc. of Shell and Space Structures Int. Sym. Monpellier, France |
| [T.Takeuchi, T.Ogawa, M.Nakagawa, T.Kumagai] | pp.TP076 2004.9 | |
| 14. | Seismic Retrofit of Tower Structures with Buckling Restrained Dampers | 2nd. Int. Conf. on Urban Earthquake Engineering |
| [T.Takeuchi] | pp.119-124 2004.3 | |
| 15. | Buckling Behavior of Compressive Tubular Columns with Additional Buckling Restrainer | Int. Assoc. of Shell and Space Structures Int. Sym. Bucharest, Romania |
| [K.Suzuki, T.Takeuchi, T.Uchiyama, T.Sugiyama, T.Ogawa, S.Kato] | pp.45-52 2005.9 | |
| 16. | Experimental Studies of Tower Structures With Hysteretic Dampers | Int. Assoc. of Shell and Space Structures Int. Sym. Bucharest, Romania |
| [Y.Ookouchi, T.Takeuchi, T.Uchiyama, K.Suzuki, T.Sugiyama, T.Ogawa, S.Kato] | 2005.9 | |
| 17. | Response Evaluation of Lattice Domes with Elasto-Plastic Substructures Using Amplification Factors |
Int. Assoc. of Shell and Space Structures Int. Sym. Bucharest, Romania |
| [T.Kumagai, T.Takeuchi, A.Nakama, T.Ogawa] | pp.383-390 2005.9 | |
| 18. | Response Evaluation of Cylindrical Lattice Shell Roofs with Substructures Using Amplification Factors |
Int. Assoc. of Shell and Space Structures Int. Sym. Bucharest, Romania |
| [T.Takeuchi, T.Ogawa, C.Yamagata, T.Kumagai] | pp.391-398 2005.9 | |
| 19. | Seismic Behabior of Beam-column Connections Based on Damage-controlles-design | 3rd. Int. Conf. on Urban Earthquake Eng. |
| [S.Kishiki, S.Yamada, T.Takeuchi, A.Wada] | pp.407-414 2006.3 | |
| 20. | Seismic Retrofit of Existing Building with Hysteretic Dampers | 3rd. Int. Conf. on Urban Earthquake Eng. |
| [T.Takeuchi, K.Yasuda, K.Yuasa, M.Iwata] | pp.489-496 2006.3 | |
| 21. | Progress in E-defense Shaking Table Experiments of Full-scale 5-story Building with Dampers |
3rd. Int. Conf. on Urban Earthquake Eng. |
| [K.Kasai, Ooki, S.Motoyui, T.Takeuchi] | pp.743-752 2006.3 | |
| 22. | Estimation of Cumulative Deformation Capacity for Elasto-plastic Dampers | Steel Structures in Seismic Area 2006 Yokohama, Japan |
| [T.Takeuchi, M.Ida, S.Yamada, K.Suzuki] | pp.793-799 2006.8 | |
| 23. | Studies on Integrated Building Facade Engineering with High-Performance Structural Elements |
Int. Assoc. of Bridge and Structural Eng., Int. Sym. |
| [T.Takeuchi, K.Yasuda, M.Iwata] | pp.442-443 2006.1 | |
| 24. | Recent Developments in Passive Control Technologies for Metal Spatial Structures | Int. Assoc. of Shell and Space Structures Int. Sym. Beijing, China |
| [T.Takeuchi, S.D.Xue, S.Kato, T.Ogawa, M.Fujimoto, S,Nakazawa] | pp.398-399 2006.1 | |
| 25. | Seismic Retrofit of Exsisting Buildings with Buckling Restrained Braces | 4th Int. Sym. on Steel Structures |
| [T.Takeuchi, K.Yasuda, M.Iwata] | pp.94-101 2006.11 | |
| 26. | Recent Developments in Passive Control Technologies for Spatial Structures | 4th. Int. Conf. on Urban Earthquake Eng. |
| [T.Takeuchi, S.D.Xue, S.Kato, T.Ogawa, M.Fujimoto, S,Nakazawa] | pp.313-320 2007.3 | |
| 27. | Steel Plate Applied Friction Connector | 4th. Int. Conf. on Urban Earthquake Eng. |
| [H.Sakata, T.Takeuchi, K.Matsuda, A.Tomimoto] | pp.407-414 2007.3 | |
| 28. | E-Defense Tests on Full-Scale Steel Buildings Part 1 - Experiments using Dampers and Isolatoers |
Structural Congress 2007 ASCE Long Beach, USA |
| [K.Kasai, T.Takeuchi, Y.Ooki, S.Motoyui, Y.Matsuoka] | pp.247-17 2007.5 | |
| 29. | E-Defense Tests on Full-Scale Steel Buildings Part 4 - Multipurpose Test Bed for Efficient Experiments |
Structural Congress 2007 ASCE Long Beach, USA |
| [T.Takeuchi, K.Kasai, M.Midorikawa, Y.Matsuoka ] | pp.247-20 2007.5 | |
| 30. | Seismic Response Evaluation of Lattice Roofs Supported by Multistory Substructures | Int. Assoc. of Shell and Space Structures Int. Sym Venice, Italy |
| [T.Takeuchi, T.Kumagai, H.Shirabe, T.Ogawa] | 2007.12 | |
| 31. | Shaking Table Test Using Multipurpose Test-Bed | Proc. of Fifth Int. Conf. on Urban Earthquake Eng. |
| [T.Takeuchi, K.Kasai, M.Midorikawa, Y.Matsuoka, T.Asakawa, I.Kubodera, Y.Kurikawa, H.Ando, S.Kishiki] | 2008.3 | |
| 32. | E-Defense Tests on Full-Scale Steel Buildings Part 4 - Free Vibration Tests of Multipurpose Test Bed |
Structural Congress 2008 ASCE Vancouver, Canada |
| [T.Takeuchi, K.Kasai, M.Midorikawa, Y.Matsuoka, T.Asakawa, I.Kubodera, Y.Kurikawa, H.Ando, S.Kishiki] | 2008.4 | |
| 33. | Effects of Natural Period and Mass of Substructures on Seismic Responsesof Arch Structuressubjected to Horizontal Motions |
IASS2008 Acapulco, Mexico |
| [T.Kumagai, T.Takeuchi, T.Ogawa] | pp.153-154 2008.9 | |
| 34. | Seismic Response Evaluation of High-rise Lattice Domes with Substructures using Amplification Factors |
IASS2008 Acapulco, Mexico |
| [T.Takeuchi, T.Kumagai, S.Okayama, T.Ogawa] | pp.269-270 (CD-ROM:pp.1-8) 2008.9 | |
| 35. | Local Buckling Restraint Condition for Core Plates in Buckling Restrained Braces | 14th World Conference on Earthquake Engineering Beijing, China |
| [R.Matsui, T.Takeuchi, J.F.Hajjar, K.Nishimoto, I.D.Aiken] | 2008.10 | |
| 36. | Shaking Table Test using Multipurpose Test Bed | 14th World Conference on Earthquake Engineering Beijing, China |
| [T.Takeuchi, K.Kasai, M.Midorikawa, Y.Matsuoka, T.Asakawa, I.Kubodera, Y.Kurokawa, S.Kishiki, H.Ando] |
2008.10 | |
| 37. | Development of the core-suspended Isolation System | 14th World Conference on Earthquake Engineering Beijing, China |
| [Y.Nakamura, M.Saruta, T.Nakanishi, A.aWada, T.Takeuchi, S.Hikone, T.Takahashi] | 2008.10 | |
| 38. | Seismic Response Evaluation of Lattice Roofs with Substructures | Proc. of Sixth Int. Conf. on Urban Earthquake Eng. |
| [T.Takeuchi, T.Ogawa, T.Kumagai] | 2009.3 | |
| 39. | Vibration Tests of Arch Structures Supported by Substructures with Various Natural Periods and Mass Subjected to Horizontal Earthquake Motions | Proceedings of 6th International Conference on Urban Earthquake Engineering Tokyo, Japan |
| [T.Kumagai, T.Takeuchi, T.Ogawa] | pp. 717-722, 2009.3 | |
| 40. | Local Buckling Failure Conditions for Buckling Restrained Braces | 6th Int. Conf. on Urban Earthquake Eng. Tokyo, Japan |
| [R.Matsui, T.Takeuchi, J.F.Hajjar, K.Nishimoto, I.D.Aiken] | 2009.3 | |
| 41. | State-of-Arts View on Response Control Technologies on Metal Space Structures | IASS2009 Valencia, Spain |
| [T.Takeuchi, T.Kumagai, T.Ogawa] | pp.104-105 2009.10 | |
| 42. | Response Evaluation of Seismically Isolated Lattice Domes using Amplification Factors | IASS2009 Valencia, Spain |
| [K.Takamatsu, T.Takeuchi, T.Kumagai, T.Ogawa] | pp.120-121 2009.10 | |
| 43. | Dynamic Response of Cylindrical Lattice Shell Roofs under Horizontal Earthquake Motions with Arbitary Direction by Shaking Table Tests |
IASS2009 Valencia, Spain |
| [T.Kumagai, T.Takeuchi,I.Suzuki, T.Ogawa] | pp.130 2009.10 | |
| 44. | Seismic Retrofitting using Energy Dissipation Facades | ATC-SEI09 San Francisco, USA |
| [T.Takeuchi, K.Yasuda, M.Iwata] | 2009.12 | |
| 45. | Response Control of Lattice Dome Roofs using Seismic Isolation | Proc. of Seventh Int. Conf. on Urban Earthquake Eng. |
| [T.Takeuchi, K.Takamatsu, T.Kumagai, T.Ogawa] | 2010.3 | |
| 46. | Effective Buckling Length of Buckling Restrained Braces Considering Rotational Stiffness at Restrainer Ends | 7th Int. Conf. on Urban Earthquake Eng. Tokyo, Japan |
| [R.Matsui, T.Takeuchi, K.Nishimoto, S.Takahashi, T.Ohyama] | 2010.3 | |
| 47. | Seismic Retrofit of Steel-structure School Gymnasia with Energy Dissipation Braces | IASS2010 Shanghai, China |
| [T.Takeuchi, Y.Tsutsumi, T.Kumagai, T.Ogawa] | 2010.11 | |
| 48. | Seismic Design of Recent Projects on Tokyo Tech O-okayama Campus | Proc. of Eighth Int. Conf. on Urban Earthquake Eng. |
| [T.Takeuchi] | 2011.3 | |
| 49. | Effect of Brace Fracture on Seismic Performance of Braced Frame | 8th Int. Conf. on Urban Earthquake Eng. Tokyo, Japan |
| [R.Matsui, T.Takeuchi] | 2011.3 | |
| 50. | Earthquake Resilient Steel Braced Frames with Controlled Rocking and Energy Dissipating Fuses | EUROSTEEL 2011 Budapest |
| [G.Deierlein, X.Ma, M.Eatherton, J.Hajjar, H.Krawinkler, T.Takeuchi, K.Kasai, M.Midorikawa] | 2011.8 | |
| 51. | Shaking Table Test of Controlled Rocking Frames Using Multipurpose Test Bed | EUROSTEEL 2011 Budapest |
| [T.Takeuchi, M.Midorikawa, K.Kasai, G.Deierlein, X.Ma, J.F.Hajjar, T.Hikino] | 2011.8 | |
| 52. | Effect of Yielding of Roof Members on Seismic Response of Lattice Dome | IABSE-IASS 2011 London, UK |
| [T.Kumagai, T.Takeuchi, T.Ogawa] | 2011.9 | |
| 53. | Buckling and Seismic Response of Grid Shell with Cylindrical Joints | IABSE-IASS 2011 London, UK |
| [T.Takeuchi, H.Nakayama, T.Ogawa] | 2011.9 | |
| 54. | Seismic Performance of Braced Frame Focusing on Brace Fracture | IABSE-IASS 2011 London, UK |
| [R.Matsui, T.Takeuchi] | 2011.9 | |
| 55. | Effect of local buckling of core plate on cumulative deformation capacity in buckling restrained braces | Proceedings of Stessa 2012 Santiago |
| [R.Matsui, T.Takeuchi] | pp.607-613 2012.1 | |
| 56. | Out-of-Plane Stability of Buckling Restrained Braces Including Their Connections | 9th Int. Conf. on Urban Earthquake Eng. & 4th Asia Conf. on Earthquake Eng. Tokyo |
| [T.Takeuchi, R.Matsui, T.Tada] | pp.989-996 2012.3 | |
| 57. | Damages of School Facilities in the Great East Japan Earthquake | 9th Int. Conf. on Urban Earthquake Eng. & 4th Asia Conf. on Earthquake Eng. Tokyo |
| [T.Takeuchi] | pp.75-80 2012.3 | |
| 58. | Seismic Design of New Library at Tokyo Institute of Technology | IASS-APCS 2012 Seoul |
| [T.Takeuchi] | FF422(CD-ROM) 2012.5 | |
| 59. | Seismic Performance of Tubular Truss Tower Structures Taking Member Fracture into Account | IASS-APCS 2012 Seoul |
| [R.Matsui, T.Takeuchi, Y.Nakamur] | FF137(CD-ROM) 2012.5 | |
| 60. | Design of Suspended Glass Ceiling Structure in High Seismic Hazard Zones | Challenging Glass 3 Delft |
| [T.Takeuchi, K.Sugizaki, K.Yasuda] | pp.129-137 2012.6 | |
| 61. | Out-of-plane Stability of Buckling-Restrained Braces including their Connections | 15th World Conf. on Earthquake Eng. Lisbon |
| [T.Takeuchi, R.Matsui, T.Tada] | 2012.9 | |
| 62. | Cumulative Deformation Capacity of Buckling Restrained Braces Taking Local Buckling of Core Plates into Account | 15th World Conf. on Earthquake Eng. Lisbon |
| [R.Matsui, T.Takeuchi] | 2012.9 | |
| 63. | Retrofit of Damaged Gymnasia and Towers according to Response Control Concept | 10th Int. Conf. on Urban Earthquake Eng. Tokyo |
| [T.Takeuchi] | pp.17-24, 2013.3 | |
| 64. | Effects of Core Plates Local Buckling for Cumulative Deformation Capacity of Buckling Restrained Braces | 10th Int. Conf. on Urban Earthquake Eng. Tokyo |
| [R.Matsui, T.Takeuchi] | pp.881-887, 2013.3 | |
| 65. | Vibration Tests on Single Layer Lattice Domes subjected to Horizontal Bi-directional Earthquake Motions | 10th Int. Conf. on Urban Earthquake Eng. Tokyo |
| [T.Kumagai, T.Ozawa, T.Takeuchi, T.Ogawai] | pp.933-938 2013.3 | |
| 66. | Seismic Retrofitting Design Method of Existing RC Building with Buckling Restrained Braces | 10th Int. Conf. on Urban Earthquake Eng. Tokyo |
| [Fatih Sutcu, T.Takeuchi, R.Matsui] | pp.1545-1550 2013.3 | |
| 67. | Response Evaluation of Seismic-Isolated Lattice Roof Structure using Secant-Stifness at Ultimate Deformation | 13th World Conference on Seismic Isolation Energy Dissipation and Active Vibration Control of Structures Sendai |
| [M.Yoshida, T.Takeuchi, T.KUmagai, T.Ogawa] | 2013.9 | |
| 68. | Retrofit of Damaged Gymnasia According to Response Control Concept | Proceedings of IASS2013 |
| [T.Takeuchi] | 2013.9 | |
| 69. | Experimental and analytical studies of flange joint system for single-layer steel lattice shell structure | Proceedings of IASS2014 |
| [Y.Matsuoka, T.Takeuchi, Y.Nakamura, T.Kurata] | 2014.9 | |
| 70. | Seismic Performance of Various Spine Frames with Energy Dissipation Members | Proc. 5AECC(Taipei) |
| [X.Chen, T.Takeuchi, R.Matsui] | 2014.10 | |
| 71. | Response Control of Cantilevered RC Walls in Gymnasia with Energy-Dissipation Bearings | Proc. 5AECC(Taipei) |
| [Y.Terazawa, T.Takeuchi, K.Narita, R.Matsui] | 2014.10 | |
| 72. | Out-of-plane Stability Factors for Diagonally Installed Buckling Restrained Braces | Proc. 5AECC(Taipei) |
| [S.Mihara, T.Takeuchi, H.Ozaki, R.Matsui] | 2014.10 | |
| 73. | Out-of-plane Stability Factors for Diagonally Installed Buckling Restrained Braces | Proc. 5AECC(Taipei) |
| [Y.Hoashi, Y.Konishi, R.Matsui, T.Takeuchi] | 2014.10 | |
| 74. | Seismic Performance of School Gymnasia with Steel Roofs Supported by Cantilevered RC Walls Frames | Proc. 5AECC(Taipei) |
| [K.Narita, T.Takeuchi, R.Matsui] | 2014.10 | |
| 75. | Lateral Bracing Requirements for H-section Beams with Supports Attached to Top Flange Subjected to Cyclic Antisymmetric Moment | Proc. 5AECC(Taipei) |
| [R.Matsui, Y.Yamaura, T.Takeuchi] | 2014.10 | |
| 76. | New Design Approaches for Passively Controlled Structures | Structural Engineering Frontier Conference 2015 |
| [T.Takeuchi] | 2015.3 | |
| 77. | Structural Design with Seismic Energy-dissipation Concept | IABSE 2015, Proceedings of IABSE 2015 |
| [T.Takeuchi] | May. 2015.5 | |
| 78. | Out-of-plane Stability Assessment of Buckling-restrained Braces with Chevron Configurations | STESSA 2015, Proceedings of STESSA 2015 |
| [T.Takeuchi, R.Matsui, S.Mihara] | 2015.7 | 79. | Stability Assessment of Buckling-restrained Braces Including Moment Transfer Capacity at Restrainer-ends | Proc. 8ISSS2016(Jeju) |
| [T.Takeuchi, R.Matsui] | 2015.11 | |
| 80. | Seismic response evaluation of lattice shell roofs using seismically isolated bearings | Proceedings of IASS2016 |
| T.Takeuchi, T.Miyazaki, T.Ogawa] | 2016.9 | |
| 81. | Optimal damper distribution for seismic retrofit by using Hybrid Genetic Algorithm implementing non-linear response analysis | Proceedings of IASS2016 |
| [K.Fujishita, F.Sutcu, R.Matsui, T.Takeuchi] | 2016.9 | |
| 82. | State-of-art Stability Assessment of Buckling-restrained Braces including Connections | Proceedings of 16WCEE |
| [T. Takeuchi, R. Matsui, B. Sitler, G. MacRae] | 2017 | |
| 83. | Seismic Design of Buckling-restrained Brace in Preventing the Local Bulging Failure | 4th Joint Workshop on Building / Civil Engineering between Tongji & Tokyo Tech |
| [PC Lin, T.Takeuchi, R.Matsui, B. Sitler] | 2017.6 | |
| 84. | Damage Evaluation of Beam-ends in Concentrically Braced Steel Frames during Long-period and Long-duration Ground Motions | 4th Joint Workshop on Building / Civil Engineering between Tongji & Tokyo Tech |
| [Y.Inaba, R.Matsui, T.Takeuchi] | 2017.6 | |
| 85. | Buckling-Restrained Brace: History, Design and Applications | 9STESSA/ Vol. 763, pp. 50-60 |
| [T.Takeuchi] | 2018.2 | |
| 86. | Collapse Analysis of Steel Frames Considering Fracture of Braces and End of Beams | 9STESSA, Vol. 763, pp. 686-693 |
| [R.Matsui, S.Urui, M.Tokunou, T.Takeuchi] | 2018.2 | |
| 87. | Flexural Properties of Buckling-Restrained Brace Connections | 9STESSA, Vol. 763, pp. 916-923 |
| [B.Sitler, T.Takeuchi, R.Matsui] | 2018.2 | |
| 88. | Seismic Design of Buckling-Restrained Brace in Preventing Local Buckling Failure | 9STESSA, Vol. 763, pp. 875-883 |
| [P.C.Lin, T.Takeuchi, R.Matsui, B.Sitler] | 2018.2 | |
| 89. | Buckling-Restrained Brace Stability Evaluation, Emprical Basis and Design Implications | Emprical Basis and Design Implications/11NCEE |
| [B.Sitler, T.Takeuchi, R.Matsui, P.C. Lin] | 2018.2 | |
| 90. | Shake Table Testing of Steel Braced Frame Considering Member Fracture | 9STESSA, Vol. 763, pp. 347-353 |
| [Y.Terazawa, R.Matsui, T.Takeuchi] | 2018.2 | |
| 91. | Collapse analysis of damaged space-frame gymnasiums in Kumamoto Earthquake 2016 | IASS2018 |
| [T.Takeuchi, Y.Terazawa, S.Inanaga, R.Mastui] | 2018.6 | |
| 92. | Elasto-plastic Damper Optimization Routine for Lattice Tower Based on Generalized Response Spectrum Analysis | IASS2018 |
| [Y.Terazawa, T.Takeuchi] | 2018.6 | |
| 93. | Buckling and dynamic behaviors of metal-timber composite grid shell roof | IASS2018 |
| [H.Harada, S.Nakajima, N.Iriguchi, R.Matsui, Y.Yamazaki, H.Sakata, T.Takeuchi] | 2018.6 | |
| 94. | Design of gymnasium roof structure with enrgy-dissipation damper bearing | IASS2018 |
| [T.Kurata, S.Sawaki, Y.Konishi, Y.Iwamoto, K.Nishimoto, X.Yan, T.Takeuchi] | 2018.6 | |
| 95. | Seismic Performance of Outrigger System Incorporating Buckling-Restrained Braces, 7th Asia Cinference on Earthquake Engineering | ID ACEE0010 |
| [PC Lin, T.Takeuchi, R.Matsui] | 2018.11 | |
| 96. | Buckling strength of timber grid shell roof with steel connections considering rotational stiffness | IASS2019 |
| [S.Nakajima, Y.Terazawa,T.Takeuchi,T.Ogawa, Y.Yamazaki, H.Sakata] | 2019.10 | |
| 97. | Seismic response evaluation of large spanned dome supported by muti-storey substructure incorporating spine frames | IASS2019 |
| [D.Nair, T.Takeuchi] | 2019.10 | |
| 98. | Layout optimization of elasto-plastic dampers for steel braced tubes based on generalized response spectrum analysis | IASS2019 |
| [Y.Terazawa, T.Takeuchi] | 2019.10 | |
| 99. | Lateral buckling performance test of a roof beam braced with a grid-purlin system | PSSC2019 |
| [T.Takeuchi, R.Matsui, K.Koizumi] | 2019.10 | |
| 100. | Design and performance of long buckling-restrained braces with rectangular cores | 17WCEE, 2g-0023 |
| [T.Takeuchi, B.Sitler] | 2020.9 | |
| 101. | Seismic Performance of damped-outrigger system incorporating buckling-restrained braces | 17WCEE, 2g-0005 |
| [P.C.Lin, T.Takeuchi] | 2020.9 | |
| 102. | Reducing residual drift with multistage buckling-restrained braces | 17WCEE, 2g-0022 |
| [B.Sitler, T.Takeuchi] | 2020.9 | |
| 103. | Experimental study on buckling restrained braces (BRBs) with post-tensioned carbon fiber composite cables (CFCCs) | 17WCEE, 2g-0025 |
| [K.Atasever, S.Inanaga, Y.Terazawa, T.Takeuchi, O.C.Celik] | 2020.9 | |
| 104. | BRB design optimization for a large arena structure based on Generalized Response Spectrum Analysis | 17WCEE, 2g-0028 |
| [Y.Terazawa, T.Takeuchi, M.Fijishima] | 2020.9 | |
| 105. | Comparing Hysteretic Behavior of RC Frames Retrofitted with Low-Yield-Point Steel Core BRB and Perforated Steel Plate Shear Wall | 17WCEE, 2g-0032 |
| [F.Sutcu, A.Bal, K.Fujishita, R.Matsui, O.C.Celik, T.Takeuchi] | 2020.9 | |
| 106. | Seismic Response Characteristics of long-span domes: Roof-substructure interaction | 17WCEE, 2g-0102 |
| [D.Nair, B.Sitler, Y.Terazawa, T.Takeuchi] | 2020.9 | |
| 107. | Seismic Retrofit for RC buildings using using elasto-plastic and vicous dampers implemented with elastic steel frames | 17WCEE, 2c-0108 |
| [P.Saingam, T.Takeuchi, F.Sutcu, Y.Terazawa, P.C.Lin] | 2020.9 | |
| 108. | BRB design optimization for a large arena structure based on generalized response spectrum analysis | 17WCEE, 2c-0108 |
| [Y.Terazawa, T.Takeuchi, M.Fujishima] | 2020.12 | |
| 109. | Seismic performance of damped-outrigger system incorporating buckling-restrained braces | 17WCEE, 2c-0108 |
| [P.C.Lin, T.Takeuchi] | 2020.12 | |
| 110. | Bucklingstrength of latticed domes with grid-purlins and I-beams | IASS 2020-21 |
| [T.Takeuchi, K.Suma, Y.Terazawa, M.Iwanaga] | 2021.9 | |
| 111. | Shake-table test of a partial model of a roller-supported steel roof, Part 2 Test for reproducing earthquake damage | IASS 2020-21 |
| [J.Fujiwara, A.Kishida, Y.Terazawa, T.Takeuchi, K.Nishimura, T. Yamashita, Y.Konishi, R.Kishizawa, K.Nishikawa, R.Kajiwara] | 2021.9 | |
| 112. | Computational morphogenesis based on generalized response spectrum analysis considering both dead load and seismic response of metal gridshell with buckling-restrained braces | Proceeding, IASS-APCS 2022 |
| [Y.Terazawa, A.Niimi, D.Nair, T.Takeuchi] | 2022.9 | |
| 113. | Preliminary seismic design of double-layered domes with nonlinear substructures | Proceeding, IASS-APCS 2022 |
| [D.Nair, Y.Terazawa, T.Takeuchi] | 2022.9 | |
| 114. | Seismic reduction factor for double-layered domes supported by single-story substructures | Proceeding, IASS 2023 (Melbourne) |
| [Y.Terazawa, H.Shijo, D.Nair, T.Takeuchi] | 2023.7 | |