1 |
Yoon, M. H. and Lee, Y. H. (2011), "A study on Optimum Section of New Type Steel-Concrete Composite Beam," Korean Society for Advanced Composite Structures.
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|
2 |
ASCE Standards (1992), Standard for the Structural Design : Composite Slabs, ANSI/ASCE3-91.
|
3 |
Charles W. Roeder (1985), Point Loads on Composite Deck-Reinforced slabs.
|
4 |
Erik Stefan Bernard, Russell Q. Bridge, Gregory J. Hancock (1993), Tests of Profiled Decks with V-Stiffeners.
|
5 |
Max L. Porter (1995), Analysis of Two-way Action Composite.
|
6 |
Mullet, D. L. (1998), Composite floor system, Steel construction institute.
|
7 |
Robert E. Abendroth, Max L. Porter, Fatigue Behavior of Composite Metal Deck Slabs, 1989.
|
8 |
Steel Deck institute (1997), Composite deck designhandbook, March,
|
9 |
Yoon, M. H. (2006), Analysis and evaluation of Low Beam Type Steel-Concrete Composite Floor System, Final report to RIST, SnC Lab, Kongju Nat'l Univ.
|