Structural Control and Health Monitoring - v. 20, n. 3 (mars 2013)

Publié:	mars 2013

Auteur(s)	Titre	Page(s)
Richardson, Andy / Walsh, Kenneth K. / Abdullah, Makola M.	Closed-form equations for coupling linear structures using stiffness and damping elements	259-281
Cha, Young-Jin / Agrawal, Anil K.	Decentralized output feedback polynomial control of seismically excited structures using genetic algorithm	241-258
Rama Raju, K. / Prasad, A. Meher / Muthumani, K. / Gopalakrishnan, N. / Iyer, Nagesh R. / Lakshmanan, N.	Experimental studies on use of toggle brace mechanism fitted with magnetorheological dampers for seismic performance enhancement of three-storey steel moment-resisting frame model	373-386
Bozer, Ali / Altay, Gülay	Hybrid tracking controller with attached tuned mass damper	337-353
Kampas, Georgios / Makris, Nicos	Modal identification of freeway overcrossings with soil-structure interaction: a case study	304-319
Kao, Ching-Yun / Loh, Chin-Hsiung	Monitoring of long-term static deformation data of Fei-Tsui arch dam using artificial neural network-based approaches	282-303
Wang, Zuocai / Chen, Genda	A moving-window least squares fitting method for crack detection and rigidity identification of multispan bridges	387-404
Chung, Lap-Loi / Wu, Lai-Yun / Yang, Chuang-Sheng Walter / Lien, Kuan-Hua / Lin, Mei-Chun / Huang, Hsu-Hui	Optimal design formulas for viscous tuned mass dampers in wind-excited structures	320-336
Mousavi, Seyed Amin / Bargi, Khosrow / Zahrai, Seyed Mehdi	Optimum parameters of tuned liquid column-gas damper for mitigation of seismic-induced vibrations of offshore jacket platforms	422-444
Wu, Bin / Shi, Pengfei / Ou, Jinping	Seismic performance of structures incorporating magnetorheological dampers with pseudo-NEGATIVE STIFFNESS	405-421
Fallah, Arash Yeganeh / Taghikhany, Touraj	Time-delayed decentralized H2/LQG controller for cable-stayed bridge under seismic loading	354-372

Auteur(s)

Titre

Page(s)

Richardson, Andy / Walsh, Kenneth K. / Abdullah, Makola M.

Closed-form equations for coupling linear structures using stiffness and damping elements

259-281

Cha, Young-Jin / Agrawal, Anil K.

Decentralized output feedback polynomial control of seismically excited structures using genetic algorithm

241-258

Rama Raju, K. / Prasad, A. Meher / Muthumani, K. / Gopalakrishnan, N. / Iyer, Nagesh R. / Lakshmanan, N.

Experimental studies on use of toggle brace mechanism fitted with magnetorheological dampers for seismic performance enhancement of three-storey steel moment-resisting frame model

373-386

Bozer, Ali / Altay, Gülay

Hybrid tracking controller with attached tuned mass damper

337-353

Kampas, Georgios / Makris, Nicos

Modal identification of freeway overcrossings with soil-structure interaction: a case study

304-319

Kao, Ching-Yun / Loh, Chin-Hsiung

Monitoring of long-term static deformation data of Fei-Tsui arch dam using artificial neural network-based approaches

282-303

Wang, Zuocai / Chen, Genda

A moving-window least squares fitting method for crack detection and rigidity identification of multispan bridges

387-404

Chung, Lap-Loi / Wu, Lai-Yun / Yang, Chuang-Sheng Walter / Lien, Kuan-Hua / Lin, Mei-Chun / Huang, Hsu-Hui

Optimal design formulas for viscous tuned mass dampers in wind-excited structures

320-336

Mousavi, Seyed Amin / Bargi, Khosrow / Zahrai, Seyed Mehdi

Optimum parameters of tuned liquid column-gas damper for mitigation of seismic-induced vibrations of offshore jacket platforms

422-444

Wu, Bin / Shi, Pengfei / Ou, Jinping

Seismic performance of structures incorporating magnetorheological dampers with pseudo-NEGATIVE STIFFNESS

405-421

Fallah, Arash Yeganeh / Taghikhany, Touraj

Time-delayed decentralized H2/LQG controller for cable-stayed bridge under seismic loading

354-372

Publicité

Structural Control and Health Monitoring - v. 20, n. 3 (mars 2013)

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Structural Control and Health Monitoring - v. 20, n. 3 (mars 2013)

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.