Journal of Bridge Engineering (ASCE) - v. 10, n. 4 (juillet 2005)

Publié:	juillet 2005

Auteur(s)	Titre	Page(s)
Calçada, R. / Cunha, Á. / Delgado, R.	Analysis of Traffic-Induced Vibrations in a Cable-Stayed Bridge. Part I: Experimental Assessment	370-385
Calçada, R. / Cunha, Á. / Delgado, R.	Analysis of Traffic-Induced Vibrations in a Cable-Stayed Bridge. Part II: Numerical Modeling and Stochastic Simulation	386-397
Liu, Min / Frangopol, Dan M.	Balancing Connectivity of Deteriorating Bridge Networks and Long-Term Maintenance Cost through Optimization	468-481
Sirca, Gene F. / Adeli, Hojjat	Case-Based Reasoning for Converting Working Stress Design-Based Bridge Ratings to Load Factor Design-Based Ratings	450-459
Dicleli, Murat / Mansour, Mohamad Y. / Constantinou, Michael C.	Efficiency of Seismic Isolation for Seismic Retrofitting of Heavy Substructured Bridges	429-441
Ito, Mitsuru / Nozaka, Katsuyoshi / Shirosaki, Takahiro / Yamasaki, Kenjiro	Experimental Study on Moment–Plastic Rotation Capacity of Hybrid Beams	490-496
Bolton, Robert / Sikorsky, Charles / Park, Sooyong / Choi, Sanghyun / Stubbs, Norris	Modal Property Changes of a Seismically Damaged Concrete Bridge	415-428
Wang, Xiaoyi / Kangas, Scott / Padur, Divyachapan / Liu, Lei / Swanson, James A. / Helmicki, Arthur J. / Hunt, Victor J.	Overview of a Modal-Based Condition Assessment Procedure	460-467
Maleki, Shervin	Seismic Modeling of Skewed Bridges with Elastomeric Bearings and Side Retainers	442-449
Cai, C. S. / Shi, X. M. / Voyiadjis, G. Z. / Zhang, Z. J.	Structural Performance of Bridge Approach Slabs under Given Embankment Settlement	482-489
Lin, C. C. / Wang, J. F. / Chen, B. L.	Train-Induced Vibration Control of High-Speed Railway Bridges Equipped with Multiple Tuned Mass Dampers	398-414

Auteur(s)

Titre

Page(s)

Calçada, R. / Cunha, Á. / Delgado, R.

Analysis of Traffic-Induced Vibrations in a Cable-Stayed Bridge. Part I: Experimental Assessment

370-385

Calçada, R. / Cunha, Á. / Delgado, R.

Analysis of Traffic-Induced Vibrations in a Cable-Stayed Bridge. Part II: Numerical Modeling and Stochastic Simulation

386-397

Liu, Min / Frangopol, Dan M.

Balancing Connectivity of Deteriorating Bridge Networks and Long-Term Maintenance Cost through Optimization

468-481

Sirca, Gene F. / Adeli, Hojjat

Case-Based Reasoning for Converting Working Stress Design-Based Bridge Ratings to Load Factor Design-Based Ratings

450-459

Dicleli, Murat / Mansour, Mohamad Y. / Constantinou, Michael C.

Efficiency of Seismic Isolation for Seismic Retrofitting of Heavy Substructured Bridges

429-441

Ito, Mitsuru / Nozaka, Katsuyoshi / Shirosaki, Takahiro / Yamasaki, Kenjiro

Experimental Study on Moment–Plastic Rotation Capacity of Hybrid Beams

490-496

Bolton, Robert / Sikorsky, Charles / Park, Sooyong / Choi, Sanghyun / Stubbs, Norris

Modal Property Changes of a Seismically Damaged Concrete Bridge

415-428

Wang, Xiaoyi / Kangas, Scott / Padur, Divyachapan / Liu, Lei / Swanson, James A. / Helmicki, Arthur J. / Hunt, Victor J.

Overview of a Modal-Based Condition Assessment Procedure

460-467

Maleki, Shervin

Seismic Modeling of Skewed Bridges with Elastomeric Bearings and Side Retainers

442-449

Cai, C. S. / Shi, X. M. / Voyiadjis, G. Z. / Zhang, Z. J.

Structural Performance of Bridge Approach Slabs under Given Embankment Settlement

482-489

Lin, C. C. / Wang, J. F. / Chen, B. L.

Train-Induced Vibration Control of High-Speed Railway Bridges Equipped with Multiple Tuned Mass Dampers

398-414

Publicité

Journal of Bridge Engineering (ASCE) - v. 10, n. 4 (juillet 2005)

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Journal of Bridge Engineering (ASCE) - v. 10, n. 4 (juillet 2005)

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.

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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.