full screen
Home > Technology & Engineering > Mechanical engineering & materials > Materials science > Mechanics of solids > Simplified Analytical Methods of Elastic Plates
Simplified Analytical Methods of Elastic Plates

Simplified Analytical Methods of Elastic Plates


     0     
5
4
3
2
1



International Edition


About the Book

Part I Static and Dynamic Analyses of Normal Plates

1 Static and Dynamic Analyses of Rectangular Normal Plates

1.1 Introduction

1.2 Equilibrium Equations of the Plate Element

1.3 Relationships Among Stress, Strain, and Displacements

1.4 Stress Resultants and Stress Couples Expressed in Term of w

1.5 Boundary Conditions of the Bending Theory

1.6 Analytical Method of Static Rectangular Plates Used the Galerkin Method

1.7 Selection of Shape Functions for Static Problems

1.8 Free Transverse Vibrations of Plates without Damping

1.9 Forced Vibrations of Rectangular Plates

1.10 Dynamic Response of Sinusoidal Dynamic Loads

1.11 Conclusions

References

2 Static and Dynamic Analyses of Circular Normal Plates

2.1 Introduction

2.2 Governing Equations of Uniform Circular Plates

2.3 Governing Equations of Circular Plates Subjected to Rotationally Symmetric Loading

2.4 Conclusions

References

3 Static and Dynamic Analyses of Rectangular Normal Plates with Edge Beams

3.1 Introduction

3.2 Governing Equations of a Normal Plate with Edge Beams

3.3 Static Analysis Used the Galerkin Method

3.4 Numerical Results for Static Solution

3.5 Free Transverse Vibrations of a Plate with Edge Beams

3.6 Numerical Results for Natural Frequencies

3.7 Forced Vibrations of a Plate with Edge Beams

3.8 Approximate Solutions for Forced Vibrations

3.9 Numerical Results for Dynamic Responses

3.10 Conclusions

Appendix A3.1

Appendix A3.2

References

Part II Static and Dynamic Analyses of Various Plates

4 Static and Dynamic Analyses of Rectangular Plates with Voids

4.1 Introduction

4.2 Governing Equations of Plates with Voids

4.3 Static Analyses to Rectangular Plates with Voids

4.4 Numerical Results

4.5 Relationships between Theoretical and Experimental Results

4.6 Conclusions for the Static Problems

4.7 Free Transverse Vibrations of a Plate with Voids

4.8 Numerical Results for Natural Frequencies

4.9 Relationships between Theoretical Results and Experimental Results for Natural Frequencies

4.10 Forced Vibrations of Plates with Voids

4.11 Dynamic Analyses Based on the Linear Acceleration Method

4.12 Closed-form Approximate Solutions for Forced Vibrations

4.13 Numerical Results for Dynamical Responses; Discussions

4.14 Conclusions for Free and Forced Vibrations

References

5 Static and Dynamic Analyses of Circular Plates with Voids

5.1 Introduction

5.2 Governing Equations of a Circular Plate with Voids

5.3 Static Analysis

5.4 Numerical Results for Static Problems

5.5 Free Transverse Vibrations of Plate with Voids

5.6 Numerical Results for Natural Frequencies

5.7 Forced Vibrations of Plates with Voids

5.8 Closed-form Approximate Solutions for Forced Vibrations

5.9 Numerical Results for Dynamic Responses: Discussions

5.10 Conclusions

References

6 Static and Dynamic Analyses of Rectangular Cellular Plates

6.1 Introduction

6.2 Governing Equations of a Cellular Plate with Transverse Shear Deformations along with Frame Deformation

6.3 Transverse Shear Stiffnes
About the Author:

Hideo Takabatake is a professor and a advisor of Institute of Disaster and Environmental Science at Kanazawa Institute of Technology, Japan. After completing the doctoral course at Kyoto University graduate school in 1973, he received a doctorate degree in engineering from Nagoya University in 1979.He has been a professor at Kanazawa Institute of Technology from 1978 until now. Concurrent post of director (2008-2017) and advisor (2017-2018) at Institute of Disaster and Environmental Science. He has authored several books on the many subjects of structural seismic design and structural mechanic. He presented a creative position in studies, such as static and dynamic problems of plates and beams, the clarification of thrown-out boulders for earthquake shaking, the relaxation method for earthquake pounding action between adjacent buildings, simple analytical method of skyscrapers, and a general analytical methodology for lateral buckling of partially stiffened beams.His research style is characterized by a pioneering idea from a new viewpoint and a logical development of it and presenting it in a concise form against many problems in building engineering. The methods developed in this book are part of his pioneering idea. He served on the board of directors of the Architectural Institute of Japan (AIJ) and the chairman of several committees in the AIJ structural commission.



Best Sellers



Product Details
  • ISBN-13: 9789811300851
  • Publisher: Springer
  • Publisher Imprint: Springer
  • Height: 234 mm
  • No of Pages: 344
  • Spine Width: 21 mm
  • Width: 156 mm
  • ISBN-10: 9811300852
  • Publisher Date: 28 Nov 2018
  • Binding: Hardback
  • Language: English
  • Returnable: Y
  • Weight: 734 gr


Similar Products

Add Photo
Add Photo

Customer Reviews

REVIEWS      0     
Click Here To Be The First to Review this Product
Simplified Analytical Methods of Elastic Plates
Springer -
Simplified Analytical Methods of Elastic Plates
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.

Simplified Analytical Methods of Elastic Plates

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 Booksbay (the "CRR Service").


    By submitting any content to Booksbay, 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 Booksbay (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 Booksbay 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,  Booksbay 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 Booksbay's sole discretion. Booksbay reserves the right to change, condense, withhold publication, remove or delete any content on Booksbay's website that Booksbay deems, in its sole discretion, to violate the content guidelines or any other provision of these Terms of Use.  Booksbay does not guarantee that you will have any recourse through Booksbay to edit or delete any content you have submitted. Ratings and written comments are generally posted within two to four business days. However, Booksbay reserves the right to remove or to refuse to post any submission to the extent authorized by law. You acknowledge that you, not Booksbay, 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 Booksbay, 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!