Summary of a Large- and Small-Scale Unreinforced Masonry Infill Test Program-Reference-Cited by-同舟云学术

Summary of a Large- and Small-Scale Unreinforced Masonry Infill Test Program

Published:2003-12 Issue:12 Volume:129 Page:1667-1675
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Henderson R. C.¹,Fricke K. E.²,Jones W. D.³,Beavers J. E.⁴,Bennett R. M.⁵

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Tennessee Technological Univ., Cookeville, TN 38506.

2. Senior Staff, Structural and Architectural Engineering Dept., BWXT Y-12, L.L.C. Oak Ridge, TN 37830.

3. Structural Engineer, Pro2Serve, Inc., Oak Ridge, TN 37830.

4. Deputy Director, Mid-America Earthquake Center, 1241-A Newmark Civil Engineering Laboratory, Urbana, IL 61801.

5. Professor, Dept. of Civil Engineering, Univ. of Tennessee, Knoxville, TN 37996.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A12%281667%29

Reference15 articles.

1. Adham S. A. (1985). “Out of plane response of masonry walls ” Proc. 3rd North American Masonry Conf. The Masonry Society Boulder Colo. 1–14.

2. Compressive Properties of Structural Clay Tile Prisms

3. Bennett R. M. Fowler J. J. and Flanagan R. D. (1996). “Shake table testing of structural clay tile infilled frames.” Proc. 7th North American Masonry Conf. The Masonry Society Boulder Colo. 497–507.

4. Butala M. B. and Jones W. D. (1993). “Material properties of hollow clay tile and existing mortar characterization study.” Rep. No. Y/EN 4687 Martin Marietta Energy Systems Inc. Oak Ridge Y-12 Plant Oak Ridge Tenn.

5. Bidirectional Behavior of Structural Clay Tile Infilled Frames

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