Table of Experimental Studies on CFT Frame Tests
General Information
Reference | Experiment Synopsis | Number of Tests | Loading Method | Results Reported | Main Parameters | Comments |
---|---|---|---|---|---|---|
Han, Wang, and Zhao 2008 | Behavior of the composite frame with concrete-filled square hollow section (SHS) columns to steel beam |
6 concrete filled SHS columns to steel composite frame specimens |
6 concrete filled SHS columns to steel composite frame specimens |
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|
|
Herrera, Ricles, and Sause 2008 | Hybrid pseudo-dynamic test of a three-fifths scale MRF |
1 CFT frame 2 bay, 4 story |
Ground motions from the 1979 Imperial Valley and 1994 Northridge earthquakes scaled to different intensities factors, four motions total |
|
Analytically modeled leaner column to represent interior gravity frame |
|
Kawaguchi et al. 2002 | Cyclic loading of portal frames made up of CFT columns |
4 CFT frames |
Constant axial load on both columns and cyclic lateral load applied to the base-beam of the columns |
|
Failure mode, axial load ratio (P/Po) |
|
Matsui 1985, 1986 | Monotonic and cyclic loading of portal frames having CFT and HT columns |
2 HT frames, 10 CFT frames |
Constant axial load on both columns and monotonic or cyclic lateral load at one beam-to-column connection |
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|
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Morino et al. 1993 | Non-proportional cyclic loading of 3D CFT/steel cruciform subassemblies |
10 subassemblies 6 w/ sym out-of-plane loads, 4 asym) 5--connection failure 5--column failure |
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Tsai et al. 2008 | Pseudo-dynamic test of a full scale CFT/BRB frame |
1 CFT/BRB frame 3 bay, 3 story |
Ground motions from the 1999 ChiChi and 1989 Loma Prieta earthquakes scaled to different intensities,eight motions total |
|
Three different types of BRBs, beams had concrete floor slab |
Specimen Information
Reference | Beam Information | Column Information | Connection Information | End Conditions |
---|---|---|---|---|
Han, Wang, and Zhao 2008 |
|
|
Welded |
|
Herrera, Ricles, and Sause 2008 |
|
|
Split tee |
Pinned bases with basement level |
Kawaguchi et al. 2002 |
|
|
Through stiffener |
|
Matsui 1985, 1986 |
|
|
Outside stiffener, through stiffener |
|
Morino et al. 1993 |
|
|
Through stiffener |
Fixed base, pinned top (roller) |
Tsai et al. 2008 |
|
|
|
Concrete footing |
Cross Section Information
Reference | Tube Dimensions | Steel Properties | Concrete Properties |
---|---|---|---|
Han, Wang, and Zhao 2008 |
|
Fy= 44, 52 ksi |
f'c= 7.63 |
Herrera, Ricles, and Sause 2008 |
|
A992 Fyb= 50 ksi |
f'c= 9.8 |
Kawaguchi et al. 2002 |
|
SS400 Fyb= 49.68 ksi |
'c= 2.7 |
Matsui 1985, 1986 |
|
Fyb= 38.7, 51.8 ksi |
f'c= 5.2-5.8 |
Morino et al. 1993 |
|
N.A. |
f'c= 2.8-3.0 |
Tsai et al. 2008 |
|
Fyb= 54-70 ksi |
f'c= 5.1 |