[1]
Japan Society of Seismic Isolation (JSSI): JSSI Manual, Design and Construction Manual for Passively Controlled Buildings, First Edition, Tokyo, JAPAN, October, 2003, (in Japanese).
Google Scholar
[2]
Japan Structural Consultants Association (JSCA): JSCA Specifications, Design Methodologies for Response Controlled Structures, Tokyo, JAPAN, December, 2000, (in Japanese).
Google Scholar
[3]
Kasai, K., Fu, Y., and Watanabe, A. (1998), Passive Control Systems for Seismic Damage Mitigation, Journal of Structural Engineering, American Society of Civil Engineers, 124.
DOI: 10.1061/(asce)0733-9445(1998)124:5(501)
Google Scholar
[5]
(1998), pp.501-512.
Google Scholar
[4]
Fu, Y. and Kasai, K., 1998, Comparative Study of Frames Using Viscoelastic and Viscous Dampers, J. Struct. Eng., American Society of Civil Engineers, 122.
DOI: 10.1061/(asce)0733-9445(1998)124:5(513)
Google Scholar
[10]
1998), pp.513-522.
Google Scholar
[5]
Kasai, K., Teramoto, M., Okuma, K., and Tokoro, K.: Constitutive Rule for Viscoelastic Materials Considering Temperature, Frequency, and Strain Sensitivities (Part 1: Linear Model with Temperature and Frequency Sensitivities), Journal of Structural and Construction Engineering (Transactions of AIJ), No. 543 (2001).
DOI: 10.3130/aijs.66.77_1
Google Scholar
[6]
Kasai,K. and Okuma, K.: Kelvin-Type Formulation and Its Accuracy for Practical Modeling of Linear Viscoelastic Dampers (Part 1: One-Mass System Having Damper and Elastic / Inelastic Frame), Journal of Structural and Construction Engineering (Transactions of AIJ), No. 550 (2001).
DOI: 10.3130/aijs.66.71_4
Google Scholar
[7]
Kasai, K. and Okuma, K.: Accuracy Enhancement of Kelvin-Type Modeling for Linear Viscoelastic Dampers (A Refined Model Including Effect of Input Frequency on Material Property), Journal of Structural Engineering, Architectural Institute of Japan (AIJ), 48B (2002).
Google Scholar
[8]
Kasai, K., Teramoto, M., and Watanabe, Y.: Behavior of a Passive Control Damper Combining Visco-Elastic and Elasto-Plastic Devices in Series, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 556 (2002).
DOI: 10.3130/aijs.67.51_1
Google Scholar
[9]
Kasai, K. and Jodai, A.: Dynamic Property, Behavior, and Their Simplified Estimation Rules for a Passive Control System with Stud-Type Viscoelastic Damper, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 558 (2002).
DOI: 10.3130/aijs.67.125_3
Google Scholar
[10]
Kasai, K., Motoyui, S., and Ooki, Y.: Application of Viscoelastic Dampers to Space Frames and Response Prediction Methods for a Single-Directional Earthquake, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 561 (2002).
Google Scholar
[11]
Kasai, K. and Tokoro, K.: Constitutive Rule for Viscoelastic Materials Having Temperature, Frequency, and Strain Sensitivities (Part 2: Nonlinear Model Based on Temperature-Rise, Strain, and Strain-Rate), Journal of Structural and Construction Engineering (Transactions of AIJ), No. 561 (2002).
DOI: 10.3130/aijs.67.55_3
Google Scholar
[12]
Kasai, K., Ooki, Y., Amemiya, K., and Kimura, K: A Constitutive Rule for Viscoelastic Materials Combining Iso-Butylene And Styrene Polymers (Part 1: Linear Model Considering Temperature And Frequency Sensitivities), Journal of Structural and Construction Engineering (Transactions of AIJ), No. 569 (2003).
DOI: 10.3130/aijs.68.47_3
Google Scholar
[13]
Kasai, K., Ito, H., and Watanabe, A.: Peak Response Prediction Rule for a SDOF Elasto-Plastic System Based on Equivalent Linearization Technique, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 571 (2003).
DOI: 10.3130/aijs.68.53_4
Google Scholar
[14]
Kasai, K., Suzuki, A., and Oohara, K.: Equivalent Linearization of a Passive Control System Having Viscous Dampers Dependent on Fractional Power of Velocity, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 574 (2003).
DOI: 10.3130/aijs.68.77_2
Google Scholar
[15]
Kasai, K. and Okuma, K.: Evaluation Rule and Its Accuracy for Equivalent Period and Damping of Frequency-Dependent Passive Control Systems -Global Damping Model of One-Mass System Having Elastic Frame and Either Viscoelastic or Oil Damper-, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 580 (2004).
DOI: 10.3130/aijs.69.51_2
Google Scholar
[16]
Ooki, Y., Kasai, K., and Takahashi, O.: Performance of Velocity-Dependent Dampers under Extremely Small Excitations, Journal of Structural Engineering, Architectural Institute of Japan (AIJ), 50B (2004), (in Japanese).
Google Scholar
[17]
Kasai, K., Sakata, H., Komehana, S., and Miyashita, Y.: Experimental Study on Dynamic Behavior of Timber Frame with Viscoelastic Damper, Journal of Structural Engineering, Architectural Institute of Japan (AIJ), 50B (2004), (in Japanese).
Google Scholar
[18]
Kasai, K. and Nishimura, T.: Equivalent Linearization of Passive Control System Having Oil Damper Bi-Linearly Dependent on Velocity, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 583 (2004).
DOI: 10.3130/aijs.69.47_6
Google Scholar
[19]
Kasai, K., Kibayashi M., Takeuchi T., Kimura Y., Saito Y., Nagashima I., Mori H., Uchikoshi M., Takahashi O., and Oohara K.: Principles and Current Status of Manual for Design and Construction of Passively-Controlled Buildings: Part-1: Background Scope, and Design Concept, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T2-2-a-1 (2002).
Google Scholar
[20]
Kibayashi, M., Kasai, K., Tsuji, Y., Kato, S., Kikuchi, M., Kimura, Y., and Kobayashi, T.: Principles and Current Status of Manual for Design and Construction of Passively-Controlled Buildings: Part-2 JSSI Criteria for Implementation of Energy Dissipation Devices, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T3-3-1 (2002).
Google Scholar
[21]
Takeuchi, T., Kasai, K., Ohara, K., Nakajima, H., and Kimura, Y.: Performance Evaluation and Design of Passively Controlled Buildings Using Equivalent Linearization, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T2-2-a-2 (2002).
Google Scholar
[22]
Ichikawa, Y., Takeuchi, T., Morimoto, S., and Sugiyama, M.: Practical Design of High-Rise Structure Using Viscoelastic Dampers and Hysteretic Dampers, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T2-2-a-3 (2002).
Google Scholar
[23]
Kanada, M., Kasai, K., and Okuma, K.: Innovative Passive Control Scheme: a Japanese 12-Story Building with stepping Columns and Viscoelastic Dampers, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T2-2-a-5 (2002).
Google Scholar
[24]
Ono, Y., Kaneko, H., and Kasai, K.: Time-History Analysis Models for Steel Dampers, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T2-2-b-1 (2002).
Google Scholar
[25]
Ooki, Y., Kasai, K., and Tokoro, K.: Time-History Analysis Models for Linear and Nonlinear Viscoelastic Dampers, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T2-2-b-2 (2002).
Google Scholar
[26]
Oohara, K., and Kasai, K.: Time-History Analysis Models for Nonlinear Viscous Dampers, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T2-2-b-3 (2002).
Google Scholar
[27]
Sekiguchi, Y., and Takahashi, O.: Time-History Analysis Models for Nonlinear Viscous Damping Wall, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T2-2-b-4 (2002).
Google Scholar
[28]
Takahashi, O. and Sekiguchi, Y.: Time-History Analysis Models for Nonlinear Oil Dampers, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T2-2-b-5 (2002).
Google Scholar
[29]
Tsuyuki, Y., Kamei, T., Gofuku, Y., Iiyama, F., and Kotake, Y.: Performance and Quality Control of Oil-Damper, Proc. Structural Engineers World Congress (SEWC) , Yokohama, JAPAN, CD-ROM, T3-3-2 (2002).
Google Scholar
[30]
Furukawa, Y., Kawaguchi, S., Sukagawa, M., Masaki, N., Sera, S., Kato, N., Washiyama, Y., and Mitsusaka, Y.: Performance and Quality Control of Viscous Dampers, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T3-3-3 (2002).
Google Scholar
[31]
Okuma, K., Ishikawa, K., Oku, T., Sone, Y., Nakamura, H., and Masaki, N.: Performance and Quality Control of Viscoelastic Dampers, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T3-3-4 (2002).
Google Scholar
[32]
Nakata, Y.: Performance and Quality Control of Steel Hysteretic Damper, Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, CD-ROM, T3-3-5 (2002).
Google Scholar