Buy Experimental Study on Embedded Steel Plate Composite Coupling Beams
Book 1
Book 2
Book 3
Book 1
Book 2
Book 3
Book 1
Book 2
Book 3
Book 1
Book 2
Book 3
Home > Science, Technology & Agriculture > Civil engineering, surveying and building > Experimental Study on Embedded Steel Plate Composite Coupling Beams
Experimental Study on Embedded Steel Plate Composite Coupling Beams

Experimental Study on Embedded Steel Plate Composite Coupling Beams


     0     
5
4
3
2
1



Out of Stock


Notify me when this book is in stock
X
About the Book

This dissertation, "Experimental Study on Embedded Steel Plate Composite Coupling Beams" by Wai-yin, Lam, 林慧賢, was obtained from The University of Hong Kong (Pokfulam, Hong Kong) and is being sold pursuant to Creative Commons: Attribution 3.0 Hong Kong License. The content of this dissertation has not been altered in any way. We have altered the formatting in order to facilitate the ease of printing and reading of the dissertation. All rights not granted by the above license are retained by the author. Abstract: Abstract of thesis entitled Experimental Study on Embedded Steel Plate Composite Coupling Beams Submitted by Lam Wai Yin for the degree of Master of Philosophy at The University of Hong Kong in April 2003 With the aim of providing the construction industry with a feasible alternative coupling beam design that improves the structural performance of coupled shear wall structures under wind and seismic loading, an experimental study has been conducted to study the effectiveness of embedded steel plate composite coupling beams, a recent design innovation. The design makes use of the composite action between structural steel and reinforced concrete by embedding a steel plate vertically into a conventionally reinforced concrete section containing longitudinal flexural and transverse shear reinforcement. The composite action is enhanced by shear studs welded onto the steel plate along the longitudinal direction close to the flexural reinforcement. Five coupling beam specimens with identical dimensions and a span/depth ratio of 2.5 were tested under reversed cyclic loading conditions. Two of the coupling beams were conventionally reinforced while the other three were embedded steel plate composite coupling beams, each with a vertically embedded steel plate spanning across the full span and being anchored in the wall piers. In order to investigate the effects of shear studs on the overall performance of the composite coupling beams, one of the composite coupling beams was embedded with a plain plate. The test results demonstrated the superior behaviour of embedded steel plate composite coupling beams over conventionally reinforced concrete coupling beams in respect of their strength, ductility, and energy dissipation capacities under elastic loading and inelastic deformations. A maximum average shear stress close to 10MPa and a maximum rotation ductility factor above 9 were respectively recorded in two embedded steel plate composite coupling beam specimens. It was also found that although embedding a steel plate in an RC coupling beam could increase both the initial stiffness and the loading capacity, shear studs must be provided to ensure the ductile performance of the composite coupling beams. Simple theories have been developed for calculating the beam capacity, the shares of loading between the steel plate and the reinforced concrete in an embedded steel plate composite coupling beam, the beam moment-curvature relationship, and the initial beam stiffness. These theories enabled experimental results to be predicted with a high degree of accuracy. Pullout tests were also carried out to study the respective contributions to the composite action of the shear studs and the natural bonding between an embedded steel plate and its surrounding reinforced concrete. Based on the experimental results and the reviews of previous studies on shear studs and reinforced concrete beams with bolted side steel plates, a design procedure of the shear stud arrangement in the beam span has been proposed. DOI: 10.5353/th_b2664335 Subjects: Plate girders - Testing Concrete beams - Testing Concrete beams - Design and construction


Best Sellers


Product Details
  • ISBN-13: 9781361192481
  • Publisher: Open Dissertation Press
  • Publisher Imprint: Open Dissertation Press
  • Height: 279 mm
  • No of Pages: 170
  • Weight: 408 gr
  • ISBN-10: 1361192488
  • Publisher Date: 26 Jan 2017
  • Binding: Paperback
  • Language: English
  • Spine Width: 9 mm
  • Width: 216 mm


Similar Products

Add Photo
Add Photo

Customer Reviews

REVIEWS      0     
Click Here To Be The First to Review this Product
Experimental Study on Embedded Steel Plate Composite Coupling Beams
Open Dissertation Press -
Experimental Study on Embedded Steel Plate Composite Coupling Beams
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.

Experimental Study on Embedded Steel Plate Composite Coupling Beams

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

    Fresh on the Shelf


    Inspired by your browsing history


    Your review has been submitted!

    You've already reviewed this product!