1 |
Port of Long Beach (2012), Port of Long Beach Wharf Design Criteria, POLB WDC, Version 3.0.
|
2 |
Port of Los Angeles (2010), The Port of Los Angeles Seismic Code, The Port of Los Angeles.
|
3 |
Priestley, M.J.N. and Park, R. (1987), "Strength and ductility of concrete bridge columns under seismic loading", ACI Struct. J., 84(1), 61-76.
|
4 |
Priestley, M.J.N., Seible, F. and Calvi, G.M. (1996), Seismic Design and Retrofit of Bridges, John Wiley and Sons, Inc.
|
5 |
Restrepo, J.I., Park, R. and Buchanan, A.H. (1995), "Tests on connections of earthquake resisting precast reinforced concrete perimeter frames of buildings", PCI J., 40(4), 44-61.
DOI
|
6 |
Roeder, C.W., Graff, R., Soderstrom, J.L. and Yoo, J.H. (2001), "Seismic performance of pile-wharf connections", PEER Report 2002/07, Berkeley, California, December.
|
7 |
Shafieezadeh, A., DesRoches, R., Rix, G.J. and Werner, S.D. (2012), "Seismic performance of pile-supported wharf structures considering soil-structure interaction in liquefied soil", Earthq. Spectra, 28(2), 729-757.
DOI
|
8 |
Sritharan, S. and Priestley, M.J.N. (1998), "Seismic testing of a full-scale pile-deck connection utilizing headed reinforcement", Report No. TR-98/14, La Jolla, California, August.
|
9 |
Srithartan, S. and Priestley, M.J.N. (1998), "Seismic testing of a full-scale pile-deck connection utilizing headed reinforcement", Report No. TR-98/14, La Jolla, California.
|
10 |
Su, L., Lu, J., Elgamal, A. and Arulmoli, A.K. (2017), "Seismic performance of a pile-supported wharf: Three-dimensional finite element simulation", Soil Dyn. Earthq. Eng., 95, 167-179.
DOI
|
11 |
Wang, T., Yang, Z., Zhao, H. and Wang, W. (2014), "Seismic performance of prestressed high strength concrete pile to pile cap connections", Adv. Struct. Eng., 17(9), 1329-1342.
DOI
|
12 |
Yang, Z. and Wang, W. (2016), "Experimental and numerical investigation on the behaviour of prestressed high strength concrete pile-to-pile cap connections", KSCE J. Civil Eng., 20(5), 1903-1912.
DOI
|
13 |
Zhao, J. and Sritharan, S. (2007), "Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures", ACI Struct. J., 104(2), 133-141.
|
14 |
American Society of Civil Engineers (ASCE) (2005), Minimum Design Loads for Buildings and Other Structures, ASCE 7-05, American Society of Civil Engineers, Reston, VA.
|
15 |
ASCE/COPRI Committee 61 (2014), Seismic Design of Piers and Wharves, ASCE/COPRI 61-14, American Society of Civil Engineers
|
16 |
Blandon, C.A. (2007), "Seismic analysis and design of pile supported wharves", Ph.D. Dissertation, Centre for Post-Graduate Training and Research in Earthquake Engineering and Engineering Seismology (ROSE School), University of Pavia, Pavia, Italy.
|
17 |
Blandon, C.A., Bell, J., Restrepo, J.I., Jaradat, O., Yin, P. and Weismair, M. (2011), "Assessment of the seismic performance of two pile-deck wharf connections", ASCE J. Perform. Constr. Facil., 25(2), 98-104.
DOI
|
18 |
Blandon, C.A., Restrepo, J.I., Kawamata, Y. and Ashford, S. (2013), "Seismic performance of pile-supported wharves?", Spec. Publ., 295, 1-16.
|
19 |
Caiza-Sanchez, P. andrawes, B. and Lafave, J. (2012), "Analytical modeling and damage assessment of shallow embedment pile-deck connections", Adv. Struct. Eng., 15(10), 1673-1687.
DOI
|
20 |
Chiaramonte, M.M., Arduino, P., Lehman, D.E. and Roeder, C.W. (2013), "Seismic analyses of conventional and improved marginal wharves", Earthq. Eng. Struct. Dyn., 42(10), 1435-1450.
DOI
|
21 |
Doran, B., Shen, J. and Akbas, B. (2015), "Seismic evaluation of existing wharf structures subjected to earthquake excitation: case study", Earthq. Spectra, 31(2), 1177-1194.
DOI
|
22 |
Erdogan, H., Doran, B., Seckin, A., Akbas, B., Celikoglu, Y. and Bostan, T. (2017), "Seismic performance and retrofit evaluation of an existing pile-wharf structure", J. Perform. Constr. Facil., 31(6), 04017110.
DOI
|
23 |
Johnson, G., Harn, R., Lai, C. and Jaradat, O. (2013) "The new ASCE standard for seismic design of piers and wharves", Ports 2013: Success through Diversification, 1345-1354.
|
24 |
Giberson, M. (1967) "The response of nonlinear multistory structures subjected to earthquake excitations", Earthquake Engineering Research Laboratory, Pasadena.
|
25 |
Goel, R.K. (2010), "Approximate seismic displacement capacity of piles in marine oil terminals", Earthq. Struct., 1(1), 129-146.
DOI
|
26 |
Hines, E.M., Restrepo, J.I. and Seible, F. (2004), "Force-displacement characterization of well confined bridge piers", ACI Struct. J., 101(4), 537-548.
|
27 |
Kawamata, Y., Blandon, C.A., Ashford, S. and Restrepo, J.I. (2007), "Seismic performance of container wharf piles for the port of Los Angeles", Test Report, Report No. TR 2007/06, Department of Structural Engineering, University of California, San Diego.
|
28 |
Larosche, A., Cukrov, M., Sanders, D. and Ziehl, P. (2014), "Prestressed pile to bent cap connections: Seismic performance of a full-scale three-pile specimen", J. Bridge Eng., 19(3), 04013012.
DOI
|
29 |
Lehman, D.E., Roeder, C., Stringer, S.J. and Jellin, A. (2013), "Seismic performance of improved pile-to-wharf deck connections", PCI J., 53(3), 62-80.
|
30 |
Mander, J.B., Priestley, M.J.N. and Park, R. (1984) "Seismic design of bridge piers", Research Report 84-2, Department of Civil Engineering, University of Canterbury, New Zealand.
|
31 |
Paulay, T. and Priestley, M.J.N. (1992) Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley and Sons, Inc.
|
32 |
PIANC (2002), Seismic Design Guidelines for Port Structures, A.A. Balkema Publishers.
|