Partial Connection Design of Composite Slabs-Reference-Cited by-同舟云学术

Partial Connection Design of Composite Slabs

Published:1996-02 Issue:1 Volume:6 Page:53-56
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Bode Helmut¹,Minas Frank¹,Sauerborn Ingeborg¹

Affiliation:

1. University of Kaiserslautern, Germany

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686696780496021

Reference7 articles.

1. STARK, J. W. B. Design of Composite Floors with Profiled Steel Sheet. Proceedings of the 4th International Speciality Conference on Cold Formed Steel Structures, University of Missouri, Rolla, MO, USA, 1978.

2. SAUERBORN, I. Zur Grenztragfähigkeit von durchlaufenden Verbunddecken. Ph.D. Thesis, Univ. Kaiserslautern, 1995.

3. WRIGHT, H. D.: EVANS, R. A Review of Composite Slab Design. Missouri-Rolla Conference, St. Louis, MO, USA, 1990.

4. PATRICK, M. A New Partial Shear Connection Strength Model for Composite Slabs. Journal of the Australian Institute of Steel Construction, V. 24, N. 3, August 1990.

5. PATRICK, M. The Slip Block Test-Experience with Some Overseas Profiles (Part A), ibid. June 1990.

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