Shear and Bending Performance of a Novel Wood–Concrete Composite System-Reference-Cited by-同舟云学术

Shear and Bending Performance of a Novel Wood–Concrete Composite System

Published:2005-09 Issue:9 Volume:131 Page:1404-1412
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Clouston Peggi¹²³,Bathon Leander A.¹²³,Schreyer Alexander¹²³

Affiliation:

1. Assistant Professor, Dept. of Natural Resources Conservation, Univ. of Massachusetts, Amherst, 160 Holdsworth Way, Amherst, MA 01003-9285 (corresponding author).

2. Professor, Dept. of Civil Engineering, FH Wiesbaden, Univ. of Applied Sciences, Kurt-Schumacher-Ring 18, 65197 Wiesbaden, Germany.

3. Research Assistant, Dept. of Natural Resources Conservation, Univ. of Massachusetts, Amherst, 160 Holdsworth Way, Amherst, MA 01003-9285.

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%282005%29131%3A9%281404%29

Reference15 articles.

1. Behavior of Composite Timber‐Concrete Floors

2. Andriamitantsoa L. D. (1995). “Lecture A19: Creep.” STEP/Eurofortech Lecture Series H. J. Blass eds. Centrum Hout Almere The Netherlands.

3. Konsol-Nocken als Schubverbindungsmittel in weitgespannten Holz-Beton-Verbundkonstruktionen;Avak R.;Bauingenieur,2002

4. Bathon L. A. and Graf M. (2000). “A continuous wood-concrete-composite system.” Proc. World Conf. of Timber Engineering Whistler British Columbia Canada 8.2.2.

5. Trag- und verformungsverhalten von holz-beton-verbundkonstruktionen. Teil 1;Blaß H.;Bauen mit Holz,1996

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