FSTC of high rise concrete wall

Authors

  • J.L. Feilders Jade Acoustics Inc., 545 North Rivermede Road, Concord, Ont. L4K 4H1, Canada

Keywords:

Acoustic noise, Concrete buildings, Shear walls, Walls (structural partitions), Field sound transmission class, High rise concrete wall

Abstract

Sound transmission loss tests following ASTM E336-84 procedures were carried out in a concrete framed high rise residential buildings. Tests were made on an 8 inch concrete shear wall with laminated drywall each side following initial noise complaints and remedial work. Field test results showed significant differences from FSTC 50 to 56 due to mounting of the drywall.

Additional Files

Published

2001-09-01

How to Cite

1.
Feilders J. FSTC of high rise concrete wall. Canadian Acoustics [Internet]. 2001 Sep. 1 [cited 2024 Sep. 7];29(3):109-. Available from: https://jcaa.caa-aca.ca/index.php/jcaa/article/view/1404

Issue

Vol. 29 No. 3 (2001)

Section

Proceedings of the Acoustics Week in Canada

License

Author Licensing Addendum

This Licensing Addendum ("Addendum") is entered into between the undersigned Author(s) and Canadian Acoustics journal published by the Canadian Acoustical Association (hereinafter referred to as the "Publisher"). The Author(s) and the Publisher agree as follows:

  1. Retained Rights: The Author(s) retain(s) the following rights:

    • The right to reproduce, distribute, and publicly display the Work on the Author's personal website or the website of the Author's institution.
    • The right to use the Work in the Author's teaching activities and presentations.
    • The right to include the Work in a compilation for the Author's personal use, not for sale.

  2. Grant of License: The Author(s) grant(s) to the Publisher a worldwide exclusive license to publish, reproduce, distribute, and display the Work in Canadian Acoustics and any other formats and media deemed appropriate by the Publisher.

  3. Attribution: The Publisher agrees to include proper attribution to the Author(s) in all publications and reproductions of the Work.

  4. No Conflict: This Addendum is intended to be in harmony with, and not in conflict with, the terms and conditions of the original agreement entered into between the Author(s) and the Publisher.

  5. Copyright Clause: Copyright on articles is held by the Author(s). The corresponding Author has the right to grant on behalf of all Authors and does grant on behalf of all Authors, a worldwide exclusive license to the Publisher and its licensees in perpetuity, in all forms, formats, and media (whether known now or created in the future), including but not limited to the rights to publish, reproduce, distribute, display, store, translate, create adaptations, reprints, include within collections, and create summaries, extracts, and/or abstracts of the Contribution.