Determination of optimal probabilistic seismic demand models for pile-supported wharves

REFERENCES

• Amirabadi, R., Bargi, K., & Heiday Torkamani, H. (2012). Seismic demands for pile-supported wharf structures with batter piles. Research Journal of Applied Science and Engineering Technology, 4(19), 3791–3800.
   Google Scholar
• Boland, J.C., Schlechter, S.M., Dickenson, S.E., Kutter, B.L., & Wilson, D.W. (2000a). Pile-supported wharf centrifuge model (SMS02) (GEG04-2000). Corvallis, OR: OSU-Geotechnical Engineering.
   Google Scholar
• Boland, J.C., Schlechter, S.M., Dickenson, S.E., Kutter, B.L., & Wilson, D.W. (2000b). Pile-supported wharf centrifuge model (JCB01) (GEG05-2000). Corvallis, OR: OSU-Geotechnical Engineering.
   Google Scholar
• Byrne, P.A. (1991). Cyclic shear–volume coupling and pore-pressure model for sand. Paper presented at the Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Saint Louis, MO.
   Google Scholar
• Chiou, J.S., Yang, H.H., & Chen, C.H. (2009). Use of plastic hinge model in nonlinear pushover analysis of a pile. Journal of Geotechnical and Geoenvironmental Engineering, 135(9), 1341–1346.
   Web of Science ®Google Scholar
• Cordova, P.P., Mehanny, S.S.F., Deierlein, G.G., & Cornell, C.A. (2000, March). Development of a two-parameter seismic intensity measure and probabilistic assessment procedure. The second U.S.–Japan workshop on performance-based earthquake engineering methodology for reinforced concrete building structures. Report No. 2000/10, Pacific Earthquake Engineering Research Center, University of California, Berkeley.
   Google Scholar
• Cornell, C.A., Jalayer, F., Hamburger, R.O., & Foutch, D.A. (2002). Probabilistic basis for 2000 SAC/FEMA steel moment frame guidelines. Journal of Structural Engineering, 128(4), 526–533.
   Web of Science ®Google Scholar
• Cornell, C.A., & Krawinkler, H. (Spring 2000). Progress and challenges in seismic performance assessment. PEER Center News, 3(2)
   Google Scholar
• DesRoches, R., Rix, G.J., Shafieezadeh, A., & Werner, S.D. (2009, June). Seismic response of pile supported container wharves. Paper presented at the TCLEE 2009 Conference, Oakland, CA.
   Google Scholar
• Diaz, G.M., Patton, B.W., Armstrong, G.L., & Joolazadeh, M. (1984). Lateral load tests of piles in sloping rock fill. Paper presented at the Symposium on the Analysis and Design of Pile Foundations, San Francisco, CA.
   Google Scholar
• Egan, J.A., Hayden, R.F., Scheibel, L.L., Otus, M., & Serventi, G.M. (1992). Seismic repair at seventh street marine terminal. Grouting, Soil Improvement and GeosyntheticsASCE Geotechnical Special Publication No. 30, (2) (pp. 867–878). New York: American Society of Civil Engineers.
   Google Scholar
• Foutch, D.A., Yu, C.Y., & Wen, Y.K. (1992). Reliability of steel frame buildings under seismic load. Paper presented at the 10th World Conference on Earthquake Engineering, Rotterdam, Netherlands.
   Google Scholar
• Gardoni, P. (2002). Probabilistic models and fragility estimates for structural components and systems (Ph.D. dissertation). Department of Civil and Environmental Engineering, University of California, Berkeley, CA.
   Google Scholar
• Gardoni, P., Der Kiureghian, A., & Mosalam, K.M. (2002). Probabilistic capacity models and fragility estimates for reinforced concrete columns based on experimental observations. Journal of Engineering Mechanics, 128(10), 1024–1038.
   Web of Science ®Google Scholar
• Gardoni, P., Mosalam, K.M., & Der Kiureghian, A. (2003). Probabilistic seismic demand models and fragility estimates for RC bridges. Journal of Earthquake Engineering, 7(1), 79–106.
   Google Scholar
• Hall, J.F. (Ed.). (1995). Northridge earthquake of January 17, 1994: Reconnaissance report Vol. I. Earthquake Spectra, Supplement to Vol. 11 (523 pp.). Oakland, CA:Earthquake Engineering Research Institute.
   Google Scholar
• Huang, Q., Gardoni, P., & Hurlebaus, S. (2010). Probabilistic seismic demand models and fragility estimates for reinforced concrete highway bridges with one single-column bent. Journal of Engineering Mechanics, 136(11), 1340–1353.
   Web of Science ®Google Scholar
• International Navigation Association. (2000). Seismic design guideline for port structures. Working Group No. 34 of the Maritime Navigation Commission, Rotterdam, The Netherlands.
   Google Scholar
• Kawashima, K., MacRae, G.A., Hoshikuma, J., & Nagaya, K. (1998). Residual displacement response spectrum. Journal of Structural Engineering, 124(5), 523–530.
   Web of Science ®Google Scholar
• Kosbab, B.D., Jacobs, L.D., DesRoches, R., & Leon, R.T. (2009, June). Analysis and testing of container cranes under earthquake loads. Paper presented at the TCLEE 2009 Conference, Oakland, CA.
   Google Scholar
• Lehman, D.E., & Roeder, C.W. (2009, June). Improving the seismic performance of pile to wharf connections. Paper presented at the TCLEE 2009 Conference, Oakland, CA.
   Google Scholar
• Luco, N. (2002). Probabilistic seismic demand analysis, SMRF connection fractures, and near-source effects. (Ph.D. dissertation). Department of Civil and Environmental Engineering, Stanford University, Stanford, CA.
   Google Scholar
• Luco, N., Cornell, C.A., & Yeo, G.L. (2001). Annual limit-state frequencies for partially inspected earthquake-damaged buildings. Paper presented at the 8th International Conference on Structural Safety and Reliability, Denmark.
   Google Scholar
• Manual, F.U.S. (2000). Version 4.0. Minneapolis, MN: Itasca Consulting Group, Inc.
   Google Scholar
• Mackie, K., & Stojadinovic, B. (2003). Seismic demands for performance-based design of bridges. PEER 2003/16 Report, PEER Center, California.
   Google Scholar
• Martin, G.R., Finn, W.D.L., & Seed, H.B. (1975). Fundamentals of liquefaction under cyclic loading. Journal of Geotechnical and Geoenvironmental Engineering, 101(5), 423–438.
   Google Scholar
• McCullough, N.J. (2003). The seismic geotechnical modeling, performance, and analysis of pile-supported wharves (Ph.D. dissertation). Oregon State University. Corvallis, OR.
   Google Scholar
• McCullough, N.J., Schlechter, S.M., Dickenson, S.E., Kutter, B.L., & Wilson, D.W. (2000). Pile-supported wharf centrifuge model (NJM01) (GEG01-2000). Corvallis, OR: OSU-Geotechnical Engineering.
   Google Scholar
• Park, Y., Ang, A., & Wen, Y. (1985). Seismic damage analysis of reinforced concrete building. Journal of Structural Engineering, 3(4), 740–757.
   Google Scholar
• Port, J. (2007). Technical standards for ports and harbour facilities and commentaries. Japan: Ministry of Land, Infrastructure, Transport and Tourism.
   Google Scholar
• Rix, G.J., Burden, L., & Werner, S.D. (2009, June). Seismic risk management for port systems. Paper presented at the TCLEE 2009 Conference, Oakland, CA.
   Google Scholar
• Schlechter, S.M., McCullough, N.J., Dickenson, S.E., Kutter, B.L., & Wilson, D.W. (2000a). Pile-supported wharf centrifuge model (NJM02) (GEG02-2000). Corvallis, OR: OSU-Geotechnical Engineering.
   Google Scholar
• Schlechter, S.M., McCullough, N.J., Dickenson, S.E., Kutter, B.L., & Wilson, D.W. (2000b). Pile-supported wharf centrifuge model (SMS01) (GEG03-2000). Corvallis, OR: OSU-Geotechnical Engineering.
   Google Scholar
• Shafieezadeh, A. (2011). Seismic vulnerability assessment of wharf structures (Ph.D. dissertation). Georgia Institute of Technology, Atlanta, GA.
   Google Scholar
• Shome, N., & Cornell, C.A. (1999). Probabilistic seismic demand analysis of nonlinear structures (RMS-35). Stanford, CA: Stanford University.
   Google Scholar
• Shome, N., Cornell, C.A., Bazzurro, P., & Caraballo, J.E. (1998). Earthquakes, records, and nonlinear responses. Earthquake Spectra, 14(3), 467–500.
   Google Scholar
• Travasarou, T., Bray, J.D., & Abrahamson, N.A. (2003). Empirical attenuation relationship for Arias Intensity. Journal of Earthquake Engineering and Structural Dynamics, 32(7), 1133–1155.
   Web of Science ®Google Scholar
• Werner, S.D. (Ed.). (1998). Seismic guidelines for ports. Reston, VA: Ports Committee of the Technical Council on Lifeline Earthquake Engineering (TCLEE).
   Google Scholar
• Werner, S.D., DesRoches, R., Rix, G.J., & Shafieezadeh, A. (2009, June). Fragility models for container cargo wharves. Paper presented at the TCLEE 2009 Conference, Oakland, CA.
   Google Scholar
• Werner, S.D., Rix, G.J., & DesRoches, R. (2008, October). Seismic risk management for seaports. Paper presented at the 14th World Conference on Earthquake Engineering, Beijing, China.
   Google Scholar
• Yang, D.S. (1999). Deformation-based seismic design models for waterfront structures (Ph.D. dissertation). Oregon State University, Corvallis, OR.
   Google Scholar
• Yang, C.W., DesRoches, R., & Rix, G.J. (2012). Numerical fragility analysis of vertical-pile-supported wharves in the western United States. Journal of Earthquake Engineering, 16(4), 579–594.
   Web of Science ®Google Scholar
• Zhong, J., Gardoni, P., Rosowsky, D., & Haukaas, T. (2008). Probabilistic seismic demand models and fragility estimates for reinforced concrete bridges with two-column bents. Journal of Engineering Mechanics, 134(6), 495–504.
   Web of Science ®Google Scholar