Equivalent Modal Damping Ratios of a Composite Tube-Type Tall Building to Dynamic Wind Loading
This article discusses computing methods of the equivalent modal damping ratio for a composite tube-type tall building. The equivalent damping ratio of a composite structure under wind-induced vibrations encompasses the combined effects from the different values of damping, mass, and stiffness of th...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
1996-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.3233/SAV-1996-3203 |
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| _version_ | 1832558135459446784 |
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| author | B.C. Huang K.M. Lam A.Y.T. Leung Y.K. Cheung |
| author_facet | B.C. Huang K.M. Lam A.Y.T. Leung Y.K. Cheung |
| author_sort | B.C. Huang |
| collection | DOAJ |
| description | This article discusses computing methods of the equivalent modal damping ratio for a composite tube-type tall building. The equivalent damping ratio of a composite structure under wind-induced vibrations encompasses the combined effects from the different values of damping, mass, and stiffness of the external and internal tubes. A detailed method incorporating Rayleigh damping and the transfer matrix method is proposed for the determination of the equivalent modal damping ratio. A simplified method for engineering applications is also proposed. Results for a 40-story building are presented exemplifying the computation and relationships between the properties of the external and internal tubes. |
| format | Article |
| id | doaj-art-d5d6c0137a55483aa30a5155f1d57b61 |
| institution | Kabale University |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 1996-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-d5d6c0137a55483aa30a5155f1d57b612025-02-03T01:33:16ZengWileyShock and Vibration1070-96221875-92031996-01-01329910510.3233/SAV-1996-3203Equivalent Modal Damping Ratios of a Composite Tube-Type Tall Building to Dynamic Wind LoadingB.C. Huang0K.M. Lam1A.Y.T. Leung2Y.K. Cheung3Department of Engineering Mechanics, Tongji University, Shanghai 20092, ChinaDepartment of Civil and Structural Engineering, The University of Hong Kong, Pokfulam Road, Hong KongDepartment of Civil and Structural Engineering, The University of Hong Kong, Pokfulam Road, Hong KongDepartment of Civil and Structural Engineering, The University of Hong Kong, Pokfulam Road, Hong KongThis article discusses computing methods of the equivalent modal damping ratio for a composite tube-type tall building. The equivalent damping ratio of a composite structure under wind-induced vibrations encompasses the combined effects from the different values of damping, mass, and stiffness of the external and internal tubes. A detailed method incorporating Rayleigh damping and the transfer matrix method is proposed for the determination of the equivalent modal damping ratio. A simplified method for engineering applications is also proposed. Results for a 40-story building are presented exemplifying the computation and relationships between the properties of the external and internal tubes.http://dx.doi.org/10.3233/SAV-1996-3203 |
| spellingShingle | B.C. Huang K.M. Lam A.Y.T. Leung Y.K. Cheung Equivalent Modal Damping Ratios of a Composite Tube-Type Tall Building to Dynamic Wind Loading Shock and Vibration |
| title | Equivalent Modal Damping Ratios of a Composite Tube-Type Tall Building to Dynamic Wind Loading |
| title_full | Equivalent Modal Damping Ratios of a Composite Tube-Type Tall Building to Dynamic Wind Loading |
| title_fullStr | Equivalent Modal Damping Ratios of a Composite Tube-Type Tall Building to Dynamic Wind Loading |
| title_full_unstemmed | Equivalent Modal Damping Ratios of a Composite Tube-Type Tall Building to Dynamic Wind Loading |
| title_short | Equivalent Modal Damping Ratios of a Composite Tube-Type Tall Building to Dynamic Wind Loading |
| title_sort | equivalent modal damping ratios of a composite tube type tall building to dynamic wind loading |
| url | http://dx.doi.org/10.3233/SAV-1996-3203 |
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