EXPERIMENTAL PROCEDURE FOR TESTING OF PILES UNDER VARYING AXIAL AND LATERAL LOADS
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Research context
OpenAlex topics: Seismic Performance and Analysis · Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Analysis
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References (6)
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1. 1. P. F. Silva , A Experimental and Analytical Models to Predict the Response of Pile to Pile Cap Connections Under Simulated Seismic Loads, @Doctoral Dissertation, Department of Structural Engineering, University of California San Diego, La Jolla, California.
2. 2. R. A. Dameron, R. R. Parker, and L. Zhang ," Supplemental Capacity Analysis of the San Diego Coronado Bay Bridge," Report to Caltrans and McDaniel/JMI, 1995 .
3. Pender M. J. · Bulletin of the New Zealand National Society for Earthquake Engineering · 1978 · 11 · 49
4. 4. M. J. N. Priestley, F. Seible, and M. Calvi , Seismic Design and Retrofit of Bridges , John Wiley & Sons, Inc., New York, 1995 , 672 pages.10.1002/9780470172858 ↗
5. 5. G. Benzoni, T. Ohtaki, M.J.N. Priestley, and F. Seible ," Seismic Performance of Circular Reinforced Concrete Columns Under Varying Axial Load," Research Report No. SSRP-96/04, Department of Structural Engineering, University of California San Diego, La Jolla, California, 1996 .
6. 6. J.M. Ingham, M.J.N. Priestley, and F. Seible ," Seismic Performance of Bridge Knee Joints-Volume 1, Rectangular Column/Cap Beam Experimental Results," Research Report No. SSRP-94/12, Department of Structural Engineering, University of California San Diego, La Jolla, California, 1994 .