aisc research program - UIUC Newmark Structural Engineering ...
aisc research program - UIUC Newmark Structural Engineering ...
aisc research program - UIUC Newmark Structural Engineering ...
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AISC Test Specimen 01<br />
Load (kips)<br />
Load (kips)<br />
3000<br />
2500<br />
2000<br />
1500<br />
1000<br />
500<br />
01top-1e<br />
01top-1w<br />
0<br />
0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5<br />
MUST-SIM<br />
Load vs. Top Column Displacement<br />
Top Column Displacement (in)<br />
Load vs. Splice Plate (3 rows bolts) Strain<br />
3000<br />
2500<br />
2000<br />
1500<br />
1000<br />
01spl-3n<br />
01spl-4n<br />
500<br />
01spl-3s<br />
01spl-4s<br />
0<br />
0 50 100 150 200 250 300 350 400 450 500<br />
Splice Plate (3 rows bolts) Strain (µmm/mm)<br />
Load (kips)<br />
Load (kips)<br />
2500<br />
2000<br />
1500<br />
University of Illinois at Urbana-Champaign<br />
December 5, 2007<br />
Load vs. Splice Plate (1 row bolts) Strain<br />
3000<br />
1000<br />
01spl-5n<br />
01spl-6n<br />
500<br />
01spl-5s<br />
01spl-6s<br />
0<br />
0 50 100 150 200 250 300 350 400<br />
2500<br />
2000<br />
1500<br />
Splice Plate (1 row bolts) Strain (µmm/mm)<br />
Load vs. Splice Plate (6 rows bolts) Strain<br />
3000<br />
1000<br />
01spl-1n<br />
01spl-2n<br />
500<br />
01spl-1s<br />
01spl-2s<br />
0<br />
0 100 200 300 400 500 600 700 800 900 1000<br />
Splice Plate (6 rows bolts) Strain (µmm/mm)
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