Dynamics of civil structures. proceedings of the 35th IMAC, a Conference and Exposition on Structural Dynamics, 2017 /: proceedings of the 35th IMAC, a Conference and Exposition on Structural Dynamics, 2017. Volume 2 : (2017)
- Record Type:
- Book
- Title:
- Dynamics of civil structures. proceedings of the 35th IMAC, a Conference and Exposition on Structural Dynamics, 2017 /: proceedings of the 35th IMAC, a Conference and Exposition on Structural Dynamics, 2017. Volume 2 : (2017)
- Main Title:
- Dynamics of civil structures. proceedings of the 35th IMAC, a Conference and Exposition on Structural Dynamics, 2017
- Further Information:
- Note: Juan Caicedo, Shamim Pakzad, editors.
- Editors:
- Pakzad, Shamim
Caicedo, J. M - Other Names:
- International Modal Analysis Conference, 35th
- Contents:
- Preface; Contents; 1 Semi-Active Base Isolation of Civil Engineering Structures Based on Optimal Viscous Damping and Zero Dynamic Stiffness; 1.1 Introduction; 1.2 Systems Under Consideration; 1.2.1 Friction Pendulum; 1.2.2 Viscous Pendulum; 1.2.3 Semi-Active Isolator; 1.3 Modelling; 1.4 Control Law; 1.4.1 General Formulation; 1.4.2 Adaptive Controlled Stiffness; 1.5 Results; 1.5.1 Optimized Friction Pendulums; 1.5.2 Pendulum with Optimized Linear Viscous Damping; 1.5.3 Semi-Active Pendulum; 1.6 Summary; References. 2 Long-Term Performance of Specialized Fluid Dampers Under Continuous Vibration on a Pedestrian Bridge2.1 Introduction; 2.2 Specialized Damper Design [1]; 2.3 Intermediate Inspection After 7 Years in Service; 2.4 Principal Inspection and Testing After 11 Years in Service; 2.5 Conclusions; Reference; 3 Analysis of Variation Rate of Displacement to Temperature of Service Stage Cable-Stayed Bridge Using Temperatures and Displacement Data; 3.1 Introduction; 3.2 The Subject Bridge and Data Collection Method; 3.2.1 Subject Bridge; 3.2.2 Data Collection Method. 3.2.3 The Analysis of Expansion per Unit Temperature3.3 The Analysis; 3.4 Conclusion; References; 4 Triple Friction Pendulum: Does It Improve the Isolation Performance?; 4.1 Introduction; 4.2 Friction Pendulums Under Consideration; 4.2.1 Triple Friction Pendulum; 4.2.2 Double Friction Pendulum; 4.3 Assessment Criterion; 4.4 Modelling; 4.4.1 Approach; 4.4.2 Coupled Nonlinear Equations of Motion; 4.5 IsolationPreface; Contents; 1 Semi-Active Base Isolation of Civil Engineering Structures Based on Optimal Viscous Damping and Zero Dynamic Stiffness; 1.1 Introduction; 1.2 Systems Under Consideration; 1.2.1 Friction Pendulum; 1.2.2 Viscous Pendulum; 1.2.3 Semi-Active Isolator; 1.3 Modelling; 1.4 Control Law; 1.4.1 General Formulation; 1.4.2 Adaptive Controlled Stiffness; 1.5 Results; 1.5.1 Optimized Friction Pendulums; 1.5.2 Pendulum with Optimized Linear Viscous Damping; 1.5.3 Semi-Active Pendulum; 1.6 Summary; References. 2 Long-Term Performance of Specialized Fluid Dampers Under Continuous Vibration on a Pedestrian Bridge2.1 Introduction; 2.2 Specialized Damper Design [1]; 2.3 Intermediate Inspection After 7 Years in Service; 2.4 Principal Inspection and Testing After 11 Years in Service; 2.5 Conclusions; Reference; 3 Analysis of Variation Rate of Displacement to Temperature of Service Stage Cable-Stayed Bridge Using Temperatures and Displacement Data; 3.1 Introduction; 3.2 The Subject Bridge and Data Collection Method; 3.2.1 Subject Bridge; 3.2.2 Data Collection Method. 3.2.3 The Analysis of Expansion per Unit Temperature3.3 The Analysis; 3.4 Conclusion; References; 4 Triple Friction Pendulum: Does It Improve the Isolation Performance?; 4.1 Introduction; 4.2 Friction Pendulums Under Consideration; 4.2.1 Triple Friction Pendulum; 4.2.2 Double Friction Pendulum; 4.3 Assessment Criterion; 4.4 Modelling; 4.4.1 Approach; 4.4.2 Coupled Nonlinear Equations of Motion; 4.5 Isolation Performance of Mock-Up Triple Friction Pendulum; 4.6 Isolation Performance of Optimized Triple Friction Pendulum; 4.6.1 PGAs of Optimization; 4.6.2 Isolation Time Period. 4.6.3 Articulated Slider Assembly of Triple FP4.6.4 Restrainers 1 and 4; 4.6.5 Optimization Parameters; 4.6.6 Optimization Results; 4.6.7 Isolation Performance of Optimized Triple FP; 4.7 Summary; References; 5 Experimental Investigation of the Dynamic Characteristics of a Glass-FRP Suspension Footbridge; 5.1 Introduction; 5.2 Bridge Description; 5.3 Ambient Vibration Testing; 5.4 Modal Parameter Identification; 5.4.1 Peak-Picking Method; 5.4.2 Stochastic Subspace Identification; 5.5 Conclusions; References; 6 Vibration-Based Occupant Detection Using a Multiple-Model Approach. 6.1 Introduction6.2 Methodology; 6.2.1 Human Detection; 6.2.2 Error-Domain Model Falsification; 6.3 Test Setup; 6.4 Results; 6.5 Discussion; References; 7 Vibration Assessment and Control in Technical FacilitiesUsing an Integrated Multidisciplinary Approach; 7.1 Introduction; 7.2 Structural Vibration; 7.3 Criteria; 7.4 Vibration Survey; 7.5 Computational Methods; 7.6 Mitigation; 7.7 Summary; References; 8 Iterative Pole-Zero Model Updating Using Multiple Frequency Response Functions; 8.1 Introduction; 8.2 IPZ Model Updating Using Multiple FRFs; 8.3 Case Study: 2D Pinned-Sliding Beam. … (more)
- Issue Display:
- Volume 2
- Volume:
- 2
- Issue Sort Value:
- 0000-0002-0000-0000
- Publisher Details:
- Cham : Springer
- Publication Date:
- 2017
- Extent:
- 1 online resource (xi, 355 pages), illustrations (some color)
- Subjects:
- 624.1/7
Engineering
Structural dynamics -- Congresses
TECHNOLOGY & ENGINEERING -- Civil -- General
Structural dynamics
Science -- Earth Sciences -- Meteorology & Climatology
Technology & Engineering -- Mechanical
Science -- Mechanics -- Solids
Meteorology & climatology
Dynamics & vibration
Mechanics of solids
Hydraulic engineering
Vibration
Mechanics
Mechanics, Applied
Technology & Engineering -- Construction -- Heating, Ventilation & Air Conditioning
Building construction & materials
Electronic books
Conference papers and proceedings - Languages:
- English
- ISBNs:
- 9783319547770
3319547771 - Related ISBNs:
- 9783319547763
3319547763 - Notes:
- Note: Includes bibliographical references at the end of each chapters.
Note: Print version record. - Access Rights:
- Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
- Access Usage:
- Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library HMNTS - ELD.DS.364834
- Ingest File:
- 01_338.xml