Earthquake Engineering and Structural Dynamics - v. 30, n. 11 (novembre 2001)

Publié:	novembre 2001

Auteur(s)	Titre	Page(s)
Ikeda, Yoshiki / Sasaki, Katsuyasu / Sakamoto, Mitsuo / Kobori, Takuji	Active mass driver system as the first application of active structural control	1575-1595
Nasu, Tadashi / Kobori, Takuji / Takahashi, Motoichi / Niwa, Naoki / Ogasawara, Katsura	Active variable stiffness system with non-resonant control	1597-1614
Fujinami, Takeyoshi / Saito, Yoshihito / Morishita, Masayuki / Koike, Yuji / Tanida, Koji	A hybrid mass damper system controlled byH? control theory for reducing bending-torsion vibration of an actual building	1639-1653
Nakamura, Y. / Tanaka, K. / Nakayama, M. / Fujita, T.	Hybrid mass dampers using two types of electric servomotors: AC servomotors and linear-induction servomotors	1719-1743
Nishitani, Akira / Inoue, Yutaka	Overview of the application of active/semiactive control to building structures in Japan	1565-1574
Nagashima, Ichiro / Maseki, Ryota / Asami, Yutaka / Hirai, Jun / Abiru, Hisanori	Performance of hybrid mass damper system applied to a 36-storey high-rise building	1615-1637
Yamamoto, Masashi / Aizawa, Satoru / Higashino, Masahiko / Toyama, Kotaro	Practical applications of active mass dampers with hydraulic actuator	1697-1717
Watakabe, Morimasa / Tohdo, Masanobu / Chiba, Osamu / Izumi, Nobuyuki / Ebisawa, Hiromichi / Fujita, Takafumi	Response control performance of a hybrid mass damper applied to a tall building	1655-1676
Saito, Tomoo / Shiba, Keiji / Tamura, Kazuo	Vibration control characteristics of a hybrid mass damper system installed in tall buildings	1677-1696

Auteur(s)

Titre

Page(s)

Ikeda, Yoshiki / Sasaki, Katsuyasu / Sakamoto, Mitsuo / Kobori, Takuji

Active mass driver system as the first application of active structural control

1575-1595

Nasu, Tadashi / Kobori, Takuji / Takahashi, Motoichi / Niwa, Naoki / Ogasawara, Katsura

Active variable stiffness system with non-resonant control

1597-1614

Fujinami, Takeyoshi / Saito, Yoshihito / Morishita, Masayuki / Koike, Yuji / Tanida, Koji

A hybrid mass damper system controlled byH? control theory for reducing bending-torsion vibration of an actual building

1639-1653

Nakamura, Y. / Tanaka, K. / Nakayama, M. / Fujita, T.

Hybrid mass dampers using two types of electric servomotors: AC servomotors and linear-induction servomotors

1719-1743

Nishitani, Akira / Inoue, Yutaka

Overview of the application of active/semiactive control to building structures in Japan

1565-1574

Nagashima, Ichiro / Maseki, Ryota / Asami, Yutaka / Hirai, Jun / Abiru, Hisanori

Performance of hybrid mass damper system applied to a 36-storey high-rise building

1615-1637

Yamamoto, Masashi / Aizawa, Satoru / Higashino, Masahiko / Toyama, Kotaro

Practical applications of active mass dampers with hydraulic actuator

1697-1717

Watakabe, Morimasa / Tohdo, Masanobu / Chiba, Osamu / Izumi, Nobuyuki / Ebisawa, Hiromichi / Fujita, Takafumi

Response control performance of a hybrid mass damper applied to a tall building

1655-1676

Saito, Tomoo / Shiba, Keiji / Tamura, Kazuo

Vibration control characteristics of a hybrid mass damper system installed in tall buildings

1677-1696

Publicité

Earthquake Engineering and Structural Dynamics - v. 30, n. 11 (novembre 2001)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Earthquake Engineering and Structural Dynamics - v. 30, n. 11 (novembre 2001)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.