Specimen Span-to-Depth Axial Load Ratio Long Reinf Ratio Save as ...
Gill et al. 1979, No. 1 (Rectangular) 2.18 0.26 0.0179 xml
Tanaka and Park 1990, No. 7 (Rectangular) 3 0.3 0.0125 xml
Tanaka and Park 1990, No. 8 (Rectangular) 3 0.3 0.0125 xml
Muguruma et al. 1989, BL-1 (Rectangular) 2.5 0.254 0.038 xml
Muguruma et al. 1989, BH-1 (Rectangular) 2.5 0.254 0.038 xml
Ono et al. 1989, CA025C (Rectangular) 1.5 0.257 0.0213 xml
Atalay and Penzien 1975, No. 9 (Rectangular) 5.5 0.259 0.0163 xml
Atalay and Penzien 1975, No. 10 (Rectangular) 5.5 0.266 0.0163 xml
Atalay and Penzien 1975, No. 11 (Rectangular) 5.5 0.278 0.0163 xml
Atalay and Penzien 1975, No. 12 (Rectangular) 5.5 0.271 0.0163 xml
Umehara and Jirsa 1982, 2CUS (Rectangular) 1.11 0.27 0.0301 xml
Lynn et al. 1998, 2CMH18 (Rectangular) 3.22 0.284 0.0194 xml
Lynn et al. 1998, 3CMH18 (Rectangular) 3.22 0.262 0.0303 xml
Lynn et al. 1998, 3CMD12 (Rectangular) 3.22 0.262 0.0303 xml
Lynn et al. 1996, 3SMD12 (Rectangular) 3.22 0.284 0.0303 xml
Paultre and Legeron, 2000, No. 1006025 (Rectangular) 6.56 0.277 0.0215 xml
Paultre and Legeron, 2000, No. 10013025 (Rectangular) 6.56 0.264 0.0215 xml
Kowalsky et al. 1996, FL1 (Spiral) 8 0.296 0.0362 xml
Kowalsky et al. 1996, FL2 (Spiral) 8 0.271 0.0362 xml
Kowalsky et al. 1996, FL3 (Spiral) 8 0.281 0.0362 xml

20 matching records

The Structural Performance Database is a project of the Pacific Earthquake Engineering Research Center, funded by the National Science Foundation. Contact Marc Eberhard at the University of Washington with questions or comments. Report technical problems to the server administrator. Copyright 2003.