Braced Oil Dampers for Buildings
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Braced Oil Dampers for Buildings
Development and Analytical Modeling
Yokoyama, Atsuki; Takahashi, Osamu
Taylor & Francis Ltd
01/2025
246
Mole
9781032268644
Pré-lançamento - envio 15 a 20 dias após a sua edição
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Part 1. Development and Analytical Modeling of Braced Oil Dampers for Buildings. 1. Introduction. 2. Development of an oil damper for buildings considering damping characteristics and various dependencies. 3. Analytical model of a single building oil damper. 4. Damping characteristics and analytical model of brace-type oil damper. 5. Evaluation of vibration damping performance of actual building using brace-type oil damper and confirmation experiment. 6. Analytical model and verification of building oil damper under small amplitude. 7. Conclusion to Part 1. Appendix 1. Example of implementation in a high-rise building (office building, Atago 2-chome Project (tentative name)). Appendix 2. Example of implementation in a reinforced building (Aizu-Tajima Joint Government Building, Fukushima Prefecture). Part 2. Development of the oil damper stiffness for architectural vibration control and experimental research on structural characterization. 8. Preface. 9. Configuration and Characteristics of Stiffness-Supported Oil Dampers. 10. Analysis Model for Stiffness-Supported Oil Dampers. 11. Examination Involving Time History Response Analysis Based On Single Degree-of-Freedom Model. 12. Converted Is and q Values of Building Incorporating Stiffness-Supported Oil Dampers. 13. Conclusion to Part 2. Appendix 3. The Low-Loss Viscoelastic Material's Dependence on Temperature and Vibration Frequency.
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
Passive Vibration Control;Passive Control;Seismic isolation;Seismic control;Earthquake engineering;Structural vibration;Vibration Mitigation;Earthquake Resistant Design;Oil Damper;Viscoelastic Springs;Proposed Analysis Model;Hyogoken Nanbu Earthquake;Time History Response Analysis;Damping Force;Simple Computation Model;Spring Units;Seismic Attenuation;Maximum Damping Force;Spring Oil;Excitation Amplitude;Story Shear Force;Seismic Intensity;Viscoelastic Dampers;Building Standards Act;Acceleration Waveforms;Voigt Model;Linear Spring Model;Friction Mechanism;Gusset Plate;Viscoelastic Materials;Vibration Control Systems
Part 1. Development and Analytical Modeling of Braced Oil Dampers for Buildings. 1. Introduction. 2. Development of an oil damper for buildings considering damping characteristics and various dependencies. 3. Analytical model of a single building oil damper. 4. Damping characteristics and analytical model of brace-type oil damper. 5. Evaluation of vibration damping performance of actual building using brace-type oil damper and confirmation experiment. 6. Analytical model and verification of building oil damper under small amplitude. 7. Conclusion to Part 1. Appendix 1. Example of implementation in a high-rise building (office building, Atago 2-chome Project (tentative name)). Appendix 2. Example of implementation in a reinforced building (Aizu-Tajima Joint Government Building, Fukushima Prefecture). Part 2. Development of the oil damper stiffness for architectural vibration control and experimental research on structural characterization. 8. Preface. 9. Configuration and Characteristics of Stiffness-Supported Oil Dampers. 10. Analysis Model for Stiffness-Supported Oil Dampers. 11. Examination Involving Time History Response Analysis Based On Single Degree-of-Freedom Model. 12. Converted Is and q Values of Building Incorporating Stiffness-Supported Oil Dampers. 13. Conclusion to Part 2. Appendix 3. The Low-Loss Viscoelastic Material's Dependence on Temperature and Vibration Frequency.
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
Passive Vibration Control;Passive Control;Seismic isolation;Seismic control;Earthquake engineering;Structural vibration;Vibration Mitigation;Earthquake Resistant Design;Oil Damper;Viscoelastic Springs;Proposed Analysis Model;Hyogoken Nanbu Earthquake;Time History Response Analysis;Damping Force;Simple Computation Model;Spring Units;Seismic Attenuation;Maximum Damping Force;Spring Oil;Excitation Amplitude;Story Shear Force;Seismic Intensity;Viscoelastic Dampers;Building Standards Act;Acceleration Waveforms;Voigt Model;Linear Spring Model;Friction Mechanism;Gusset Plate;Viscoelastic Materials;Vibration Control Systems
