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Earthquake Engineering Research - HKU Libraries - The University ...

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58<br />

59-74 (in Japanese)<br />

[7] ISHIKAWA, K., OKUMA, K., OKU, T., SONE, Y, NAKAMURA, K, and MASAKI, N.,<br />

Performance and Quality Control of Viscoelastic Dampers, 75-86 (in Japanese)<br />

[8] NAKATA, Y., UEMURA, K., IIDA, T., and HIROTA, M., Performance and Quality Control of Steel<br />

Hysteretic Damper, 87-100 (in Japanese)<br />

[9] TAKAHASHI, O. and SEKiGUCHI, Y., Constitutive Rule of the Oil Damper with Maxwell Model<br />

and Source Code for the Analysis Program, 101-108 (in Japanese)<br />

[10] SEKIGUCHI, Y. and TAKAHASHI, O., Constitutive Rule of the Viscous Damping Wall and Source<br />

Code for the Analysis Program, 109-116 (in Japanese)<br />

[11] KASAI, K. and OOHARA, K., Algorithm and Computer Code to Simulate Response of Viscous<br />

Damper, 117-126 (in Japanese)<br />

[12] KASAI, K., OOKI, Y., and TOKORO, K., Algorithm and Computer Code to Simulate Response of<br />

Acrylic Viscoelastic Damper, 127-140 (in Japanese)<br />

[13] SODA, S. and KAKIMOTO, K., Mechanical Models and Algorithm for Viscoelastic Dampers,<br />

141-162 (in Japanese)<br />

[14] ONO, Y, and KANEKO H., Constitutive Rule of the Steel Damper and Source Code for the Analysis<br />

Programs, 163-170 (in Japanese)<br />

Companion Paper (Part 2):<br />

[15] KASAI, K. (2002). Development of JSSI Manual for Passive Control of Buildings (Part2: Device<br />

Standard and Implementations), Proceedings oflCANCEER 2002, Hong Kong, China, August 19-20,<br />

2002<br />

Related SEWC2002 (Structural Engineers World Congress 2002, Yokohama, Japan, October<br />

9-12, 2002) Papers by Response Control Committee:<br />

[16] TAKEUCHI, T., KASAI, K., OHARA, K., NAKAJIMA, H., and KIMURA, Y., Performance<br />

Evaluation and Design of Passively Controlled Buildings Using Equivalent Linearization<br />

[17] ICHIKAWA, Y., TAKEUCHI, T., MORIMOTO, S., and SUGIYAMA, M., Practical Design of<br />

High-Rise Structure Using Viscoelastic Dampers and Hysteretic Dampers<br />

[IS]<br />

KANADA, M., KASAI, K., and OKUMA, K., Innovative Passive Control Scheme: a Japanese<br />

12-Story Building with stepping Columns and Viscoelastic Dampers<br />

[ 19] ONO, Y., KANEKO, H., and KASAI, K., Time-History Analysis Models For Steel Dampers<br />

[20] OOKI, Y., KASAI, K., and TOKORO, K., Time-History Analysis Models For Linear And Nonlinear<br />

Viscoelastic Dampers<br />

[21] OOHARA, K., and KASAI, K., Time-History Analysis Models For Nonlinear Viscous Dampers<br />

[22] SEKIGUCHI, Y., and TAKAHASHI, 0., Time-History Analysis Models For Nonlinear Viscous<br />

Damping Wall<br />

[23] TAKAHASHI, 0. and SEKIGUCHI, Y., Time-History Analysis Models For Nonlinear Oil Dampers<br />

[24] TSUYUKI, Y., KAMEI, T., GOFUKU, Y., IIYAMA, F., and KOTAKE, Y., Performance And<br />

Quality Control Of Oil-Damper<br />

[25] FURUKAWA, Y., KAWAGUCHI, S., SUKAGAWA, M., MASAKI, N., SERA, S., KATO, N.,<br />

WASHIYAMA, Y, and MITSUSAKA, Y., Performance and Quality Control of Viscous Dampers<br />

[26] OKUMA, K., 1SHIKAWA, K., OKU, T., SONE, Y., NAKAMURA, H., and MASAKI, N.,<br />

Performance and Quality Control of Viscoelastic Dampers<br />

[27] NAKATA, Y., Performance And Quality Control Of Steel Hysteretic Damper

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