An approach of seismic design for sheet pile retaining wall based on capacity spectrum method |
Qu, Honglue
(School of Geoscience and Technology, Southwest Petroleum University)
Li, Ruifeng (School of Civil Engineering and Architecture, Southwest Petroleum University) Hu, Huanguo (School of Civil Engineering and Architecture, Southwest Petroleum University) Jia, Hongyu (School of Civil Engineering, Southwest Jiaotong University) Zhang, Jianjing (School of Civil Engineering, Southwest Jiaotong University) |
1 | Qin, J.C. and Luo, Q.F. (2006), "ATC-40 Capacity spectrum method applied to estimate the deformation of structure", Earthq. Eng. Eng. Vib., 26(6), 64-70. |
2 | Rathje, E.M., Wang, Y., Stafford, P.J., Antonakos, G. and Saygili, G. (2014), "Probabilistic assessment of the seismic performance of earth slopes", Bull. Earthq. Eng., 12(3), 1071-1090. DOI |
3 | Saygili, G. (2008), "Probabilistic Seismic Hazard Analysis for the Sliding Displacement of Slopes: Scalar and Vector Approaches", J. Geotech. Geoenviron. Eng., 134(6), 804-814. DOI |
4 | Song, P.Y., Lu, D.G. and Yu, X.H. (2014), "Seismic fragility analysis based on capacity-spectrum method", Proceeding of 23rd National Structure Engineering Academic Conference, Wu Han, China, August. [In Chinese] |
5 | Vidic, T., Fajfar, P. and Fischinger, M. (1994), "Consistent inelastic design spectra: Strength and displacement", Earthq. Eng. Struct. Dyn., 23(5), 507-521. DOI |
6 | Xue, Q.A. (2001), "A direct displacement-based seismic design procedure of inelastic structures", Eng. Struct., 23(11), 1453-1460. DOI |
7 | Yang, P., Li, D., Li, Y. and Lai, M. (2000), "The progress of push-over analysis method for earthquakeresistance structures", J. Chongqing Jianzhu Univ., 22, 87-92. |
8 | Ye, L.P., Ma, Q.L. and Miao, Z.W. (2013), "Numerical and comparative study of earthquake intensity indices in seismic analysis", Struct. Des. Tall Special Build., 22(4), 362-381. DOI |
9 | Zekri, A., Ghalandarzadeh, A., Ghasemi, P. and Aminfar, M. (2014), "Experimental study of remediation measures of anchored sheet pile quay walls using soil compaction", Ocean Eng., 93, 45-63. |
10 | Zhang, J.J., Feng, J. and Xiao, S.G. (2009), "Discussions on two key technical problems for seismic design of retaining structures", J. Southwest Jiaotong Univ., 44(3), 321-326. [In Chinese] |
11 | Araki, Y. and Hjelmstad, K.D. (2000), "Criteria for assessing dynamic collapse of elastoplastic structural systems", Earthq. Eng. Struct. Dyn., 29(8), 1177-1198. DOI |
12 | Applied Technology Council (1996), ATC-40 Seismic Evaluation and Retrofit of Concrete Buildings;, Applied Technology Council, Redwood City, CA, USA. |
13 | Cardone, D. (2014), "Displacement limits and performance displacement profiles in support of direct displacement-based seismic assessment of bridges", Earthq. Eng. Struct. Dyn., 43(8), 1239-1263. DOI |
14 | Cilingir, U., Haigh, S.K., Madabhushi, S.P.G., and Zeng, X. (2011), "Seismic behaviour of anchored quay walls with dry backfill", Geomech. Geoeng., 6(3), 227-235. DOI |
15 | Chopra, A.K. and Goel, R.K. (1999), "Capacity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDOF systems", Pacific Earthquake Engineering Research Center; University of California Berkeley, CA, USA. |
16 | Chopra, A.K. and Goel, R.K. (2002), "A modal pushover analysis procedure for estimating seismic demands for building", Earthq. Eng. Struct. Dyn., 31(3), 561-582. DOI |
17 | Chopra, A.K. and Goel, R.K. (2004), "A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings", Earthq. Eng. Struct. Dyn., 33(8), 903-927. DOI |
18 | Cornell, C.A. and Krawinkler, H. (2000), "Progress and challenges in seismic performance assessment", Peer Center News, 20(2), 130-139. |
19 | Dolsek, M. (2010), "Development of computing environment for the seismic performance assessment of reinforced concrete frames by using simplified nonlinear models", Bull. Earthq. Eng., 8(6), 1309-1329. DOI |
20 | Freeman, S.A. (1975), "Evaluations of existing buildings for seismic risk - A case study of Puget Sound Naval Shipyard Bremerton", Washington Proceedings of the U.S. National Conference on Earthquake Engineers, Berkeley, CA, USA. |
21 | Fajfar, P. (1999), "Capacity spectrum method based on inelastic demand spectra", Earthq. Eng. Struct. Dyn., 28(9), 979-993. DOI |
22 | Federal Emergency Management Agency (1997), FEMA273 NEHRP guidelines for the seismic rehabilitation of buildings; Washington D.C., USA. |
23 | Huang, C., Ren, W.Z. and Kong, L.W. (2013), "New mathematical modelling of stabilizing pile with prestressed Tieback Anchors", Math. Problem. Eng., 2013(4), 561-576. |
24 | Federal Emergency Management Agency (2000), FEMA356 Prestandard and Commentary for the Seismic Rehabilitation of Buildings; Washington D.C., USA. |
25 | Goel, R.K. (2010), "Simplified procedure for seismic evaluation of piles with partial-moment connection to the deck in marine oil terminals", J. Struct. Eng., 136(5), 521-531. DOI |
26 | Gu, R.R. and Miao, Z.W. (2011), "Assessment on structural performance by displacement-pattern-based capacity spectrum method", J. Xi'an Univ. Architect. Technol., 43(6), 790-794. [In Chinese] |
27 | International Navigation Association (2001), Seismic design guidelines for port structures; Tokyo, Japan. |
28 | Japan Road Association (2002), Specifications for Highway Bridges V Seismic design series; MARUZEN Co. Ltd., Tokyo, Japan. |
29 | Ji, X.P. and Dong, J. (2009), "Principle and application of pushover capacity spectrum", Sichuan Build. Sci., 35(3), 148-151. |
30 | Kuramoto, H., Teshigawara, M., Okuzono, T., Koshika, N., Takayama, M. and Hori, T. (2000), "Predicting the earthquake response of buildings using equivalent single degree of freedom system", Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand, February. |
31 | Li, Y., Gong, J.X. and Wu, P. (2010a), "Research on pushover analysis method for seismic performance of pile-supported wharf structure", Hydro-Sci. Eng., 4, 73-80. [In Chinese] |
32 | Li, X.P., He, S.M. and Wu, Y. (2010b), "Seismic displacement of slopes reinforced with piles", J. Geotech. Geoenviron. Eng., 136(6), 880-884. DOI |
33 | Liu, J.B., Wang, W.H. and Gautam, D. (2014), "Pushover analysis of underground structures: Method and application", Sci. China Technol. Sci., 57(2), 423-437. [In Chinese] DOI |
34 | Liao, W.C. and Goel, S.C. (2014), "Performance-based seismic design of RC SMF using target drift and yield mechanism as performance criteria", Adv. Struct. Eng., 17(4), 529-542. DOI |
35 | Liu, L.J. and Jia, M.M. (2011), "Application of capacity spectrum method in structural seismic performance assessment", Build. Struct., 41(s1), 242-244. |
36 | Liu, J.B., Liu, X.Q. and Xue, Y.L. (2009), "Study on applicability of a Pushover analysis method for seismic analysis and design of underground structures", Eng. Mech., 26(1), 49-57. [In Chinese] |
37 | Newmark, N.M. and Hall, W.J. (1973) , "Seismic design criteria for nuclear reactor facilities", Building Practice for Disaster Mitigation, National Bureau of Standards, U.S. Department of Commerce. |
38 | Newmark, N.M. and Hall, W.J. (1982), "Earthquake spectra and design", Earthq. Eng. Res. Inst., Berkeley, CA, USA. |
39 | Nozu, A., Ichii, K. and Sugano, T. (2004), "Seismic design of port structures", J. Japan Assoc. Earthq. Eng., 4(3), 195-208. |
40 | Priestley, M.J.N., Calvi, G.M. and Kowalsky, M.J. (2008), "Displacement-based seismic design of structures", Earthq. Spectra, 24(2), 555-557. DOI |
41 | Qu, H.L. and Zhang, J.J. (2013), "Research on seismic response of anti-sliding sheet pile wall by shaking table test", Rock Soil Mech., 34(3), 743-750. [In Chinese] |
42 | Qu, H.L., Zhang, J. and Zhao, J.X. (2011), "Strength reduction factor (R factor) against near-fault ground motion", Earthq. Eng. Eng. Vib., 10(2), 195-209. DOI |