Current Status of Japanese Passive Control Technology Using Various Damping Materials

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Due to the recent earthquakes in the U.S. and Japan, many modern buildings ceased functioning and required costly structural and nonstructural repairs, although they successfully protected the lives of the occupants. Because of these, most major buildings constructed after the earthquakes utilize either passive-control scheme or base-isolation scheme in order to better protect the building and its contents. This paper addresses current status of passive control technology being implemented in Japan. Four major groups of dampers and their basic mechanisms are discussed. Three groups of frames are explained, referring to different connection schemes and deformation lags between the frame and damper. A unified approach to assess effectiveness of various dampers and frames will be presented.

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Periodical:

Edited by:

N. Igata and S. Takeuchi

Pages:

197-208

DOI:

10.4028/www.scientific.net/KEM.319.197

Citation:

K. Kasai and Y. Ooki, "Current Status of Japanese Passive Control Technology Using Various Damping Materials", Key Engineering Materials, Vol. 319, pp. 197-208, 2006

Online since:

September 2006

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$35.00

[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).

[2] Japan Structural Consultants Association (JSCA): JSCA Specifications, Design Methodologies for Response Controlled Structures, Tokyo, JAPAN, December, 2000, (in Japanese).

[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.

[5] (1998), pp.501-512.

[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.

[10] 1998), pp.513-522.

[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

[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.75.1089

[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).

[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

[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

[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).

[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

[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

[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

[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

[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.75.347

[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).

[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).

[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).

[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).

[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).

[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).

[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).

[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).

[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).

[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).

[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).

[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).

[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).

[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).

[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).

[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).

[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).

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