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 |