Dynamics of Civil Structures, Volume 2
Home > Science, Technology & Agriculture > Mechanical engineering and materials > Mechanical engineering > Dynamics of Civil Structures, Volume 2: Proceedings of the 35th IMAC, A Conference and Exposition on Structural Dynamics 2017(Conference Proceedings of the Society for Experimental Mechanics Series)
Dynamics of Civil Structures, Volume 2: Proceedings of the 35th IMAC, A Conference and Exposition on Structural Dynamics 2017(Conference Proceedings of the Society for Experimental Mechanics Series)

Dynamics of Civil Structures, Volume 2: Proceedings of the 35th IMAC, A Conference and Exposition on Structural Dynamics 2017(Conference Proceedings of the Society for Experimental Mechanics Series)


     0     
5
4
3
2
1



Out of Stock


Notify me when this book is in stock
About the Book

Dynamics of Civil Structures, Volume 2:  Proceedings of the 35th IMAC, A Conference and Exposition on Structural Dynamics, 2017, the second volume of ten from the Conference brings together contributions to this important area of research and engineering.  The collection presents early findings and case studies on fundamental and applied aspects of the Dynamics of Civil Structures, including papers on:   Modal Parameter Identification Dynamic Testing of Civil Structures Control of Human Induced Vibrations of Civil Structures Model Updating Damage Identification in Civil Infrastructure Bridge Dynamics Experimental Techniques for Civil Structures Hybrid Simulation of Civil Structures Vibration Control of Civil Structures System Identification of Civil Structures

Table of Contents:
Chapter1. Semi-active Base Isolation of Civil Engineering Structures Based on Optimal Viscous Damping and Zero Dynamic Stiffness.- Chapter2. Long-Term Performance of Specialized Fluid Dampers Under Continuous Vibration on a Pedestrian Bridge.- Chapter3. Analysis of Variation Rate of Displacement to Temperature of Service Stage Cable-Stayed Bridge Using Temperatures and Displacement Data.- Chapter4. Triple Friction Pendulum: Does it Improve the Isolation Performance?.- Chapter5. Experimental Investigation of the Dynamic Characteristics of a Glass-FRP Suspension Footbridge.- Chapte6. Vibration-based Occupant Detection Using a Multiple-model Approach.- Chapter7. Vibration Assessment and Control in Technical Facilities using an Integrated Multidisciplinary Approach.- Chapter8. Iterative Pole-Zero Model Updating Using Multiple Frequency Response Functions.- Chapter9. Vision-Based Concrete Crack Detection Using a Convolutional Neural Network.- Chapter10. Analytical and Experimental Analysisof Rocking Columns Subject to Seismic Excitation.- Chapter11. Extending the Fixed-Points Technique for Optimum Design of Rotational Inertial Tuned Mass Dampers.- Chapter12. Temperature Effects on the Modal Properties of a Suspension Bridge.- Chapter13. Mass Scaling of Mode Shapes Based on the Effect of Traffic on Bridges: A Numerical Study.- Chapter14. Covariance-driven Stochastic Subspace Identification of an End-supported Pontoon Bridge Under Varying Environmental Conditions.- Chapter15. Probabilistic Analysis of Human-Structure Interaction in the Vertical Direction for Pedestrian Bridges.- Chapter16. Effects of Seismic Retrofit on the Dynamic Properties of a 4-Storey Parking Garage.- Chapter17. Analytical and Experimental Study of Eddy Current Damper for Vibration Suppression in a Footbridge Structure.- Chapter18. Nonlinear Damping in Floor Vibrations Serviceability: Verification on a Laboratory Structure.- Chapter19. Addressing Parking Garage Vibrations for the Design of Research and Healthcare Facilities.- Chapter20. Modeling and Measurement of a Pedestrian's Center-of-mass Trajectory.- Chapter21. Evaluation of Mass-Spring-Damper Models for Dynamic Interaction between Walking Humans and Civil Structures.- Chapter22. Numerical Model for Human Induced Vibrations.- Chapter23. Dynamic Testing on the new Ticino Bridge of the A4 Highway.- Chapter24. Predicting Footbridge Vibrations Using a Probability-based Approach.- Chapter25. Flooring-systems and Their Interaction with Usage of the Floor.- Chapter26. Bechmark Problem for Assessing Effects of Human-structure Interaction in Footbridges.- Chapter27. A Discrete-Time Feedforward-Feedback Compensator for Real-Time Hybrid Simulation.- Chapter28. Sensing and Rating of Vehicle–Railroad Bridge Collision. Chapter29. High-Frequency Impedance Measurements for Microsecond State Detection.- Chapter30. Structural Stiffness Identification of Skewed Slab Bridges with Limited Information for Load Rating Purpose.- Chapter31. Online Systems Parameters Identification for Structural Monitoring Using Algebraic Techniques.- Chapter32. Structural Vibration Control Using High Strength and Damping Capacity Shape Memory Alloys.- Chapter33. Comparative Study on Modal Identification of a 10 Story RC Structure Using Free, Ambient, and Forced Vibration Data.- Chapter34. Kronecker Product Formulation for System Identification of Discrete Convolution Filters.- Chapter35. Calibration-Free Footstep Frequency Estimation using Structural Vibration.- Chapter36. Optimal Bridge Displacement Controlled by Train Speed on Real-Time.- Chapter37. System Identification and Structural Modeling of Italian School Buildings.- Chapter38. Investigation of Transmission of Pedestrian-Induced Vibration into a Vibration-sensitive Experimental Facility.- Chapter39. An Ambient Vibration Test of an R/C Wall of an 18-story Wood Building at the UBC Campus.- Chapter40. The Day the Earth Shook: Controlling Construction-Induced Vibrations in Sensitive Occupancies.- Chapter41. An Exploratory Study on Removing Environmental and Operational Effects Using A Regime-Switching Cointegration Method.- Chapter42. Evaluation of Contemporary Guidelines for Floor Vibration Serviceability Assessment.- Chapter43. Excitation Energy Distribution of Measured Walking Forces.- Chapter44. Identification of Human-induced Loading using a Joint Input-state Estimation Algorithm.

About the Author :
Dr. Juan Caicedo is Professor of Civil Engineering at the University of South Carolina. Dr. Shamim Pakzad is Associate Professor of Civil Engineering at Lehigh University.


Best Sellers


Product Details
  • ISBN-13: 9783319547763
  • Publisher: Springer International Publishing AG
  • Publisher Imprint: Springer International Publishing AG
  • Height: 279 mm
  • No of Pages: 355
  • Series Title: Conference Proceedings of the Society for Experimental Mechanics Series
  • Width: 210 mm
  • ISBN-10: 3319547763
  • Publisher Date: 03 Jun 2017
  • Binding: Hardback
  • Language: English
  • Returnable: Y
  • Sub Title: Proceedings of the 35th IMAC, A Conference and Exposition on Structural Dynamics 2017


Similar Products

Add Photo
Add Photo

Customer Reviews

REVIEWS      0     
Click Here To Be The First to Review this Product
Dynamics of Civil Structures, Volume 2: Proceedings of the 35th IMAC, A Conference and Exposition on Structural Dynamics 2017(Conference Proceedings of the Society for Experimental Mechanics Series)
Springer International Publishing AG -
Dynamics of Civil Structures, Volume 2: Proceedings of the 35th IMAC, A Conference and Exposition on Structural Dynamics 2017(Conference Proceedings of the Society for Experimental Mechanics Series)
Writing guidlines
We want to publish your review, so please:
  • keep your review on the product. Review's that defame author's character will be rejected.
  • Keep your review focused on the product.
  • Avoid writing about customer service. contact us instead if you have issue requiring immediate attention.
  • Refrain from mentioning competitors or the specific price you paid for the product.
  • Do not include any personally identifiable information, such as full names.

Dynamics of Civil Structures, Volume 2: Proceedings of the 35th IMAC, A Conference and Exposition on Structural Dynamics 2017(Conference Proceedings of the Society for Experimental Mechanics Series)

Required fields are marked with *

Review Title*
Review
    Add Photo Add up to 6 photos
    Would you recommend this product to a friend?
    Tag this Book Read more
    Does your review contain spoilers?
    What type of reader best describes you?
    I agree to the terms & conditions
    You may receive emails regarding this submission. Any emails will include the ability to opt-out of future communications.

    CUSTOMER RATINGS AND REVIEWS AND QUESTIONS AND ANSWERS TERMS OF USE

    These Terms of Use govern your conduct associated with the Customer Ratings and Reviews and/or Questions and Answers service offered by Bookswagon (the "CRR Service").


    By submitting any content to Bookswagon, you guarantee that:
    • You are the sole author and owner of the intellectual property rights in the content;
    • All "moral rights" that you may have in such content have been voluntarily waived by you;
    • All content that you post is accurate;
    • You are at least 13 years old;
    • Use of the content you supply does not violate these Terms of Use and will not cause injury to any person or entity.
    You further agree that you may not submit any content:
    • That is known by you to be false, inaccurate or misleading;
    • That infringes any third party's copyright, patent, trademark, trade secret or other proprietary rights or rights of publicity or privacy;
    • That violates any law, statute, ordinance or regulation (including, but not limited to, those governing, consumer protection, unfair competition, anti-discrimination or false advertising);
    • That is, or may reasonably be considered to be, defamatory, libelous, hateful, racially or religiously biased or offensive, unlawfully threatening or unlawfully harassing to any individual, partnership or corporation;
    • For which you were compensated or granted any consideration by any unapproved third party;
    • That includes any information that references other websites, addresses, email addresses, contact information or phone numbers;
    • That contains any computer viruses, worms or other potentially damaging computer programs or files.
    You agree to indemnify and hold Bookswagon (and its officers, directors, agents, subsidiaries, joint ventures, employees and third-party service providers, including but not limited to Bazaarvoice, Inc.), harmless from all claims, demands, and damages (actual and consequential) of every kind and nature, known and unknown including reasonable attorneys' fees, arising out of a breach of your representations and warranties set forth above, or your violation of any law or the rights of a third party.


    For any content that you submit, you grant Bookswagon a perpetual, irrevocable, royalty-free, transferable right and license to use, copy, modify, delete in its entirety, adapt, publish, translate, create derivative works from and/or sell, transfer, and/or distribute such content and/or incorporate such content into any form, medium or technology throughout the world without compensation to you. Additionally,  Bookswagon may transfer or share any personal information that you submit with its third-party service providers, including but not limited to Bazaarvoice, Inc. in accordance with  Privacy Policy


    All content that you submit may be used at Bookswagon's sole discretion. Bookswagon reserves the right to change, condense, withhold publication, remove or delete any content on Bookswagon's website that Bookswagon deems, in its sole discretion, to violate the content guidelines or any other provision of these Terms of Use.  Bookswagon does not guarantee that you will have any recourse through Bookswagon to edit or delete any content you have submitted. Ratings and written comments are generally posted within two to four business days. However, Bookswagon reserves the right to remove or to refuse to post any submission to the extent authorized by law. You acknowledge that you, not Bookswagon, are responsible for the contents of your submission. None of the content that you submit shall be subject to any obligation of confidence on the part of Bookswagon, its agents, subsidiaries, affiliates, partners or third party service providers (including but not limited to Bazaarvoice, Inc.)and their respective directors, officers and employees.

    Accept

    New Arrivals

    Inspired by your browsing history


    Your review has been submitted!

    You've already reviewed this product!