메뉴 건너뛰기




Volumn 131, Issue 9, 2005, Pages 1172-1175

Simulation of full-scale cyclic lateral load tests on piles

Author keywords

Concrete; Finite element method; Lateral loads; Pile load tests; Reinforced; Sand; Seismic design; Shafts; Simulation

Indexed keywords

COLUMNS (STRUCTURAL); COMPUTER SIMULATION; CYCLIC LOADS; FINITE ELEMENT METHOD; LOAD TESTING; MATHEMATICAL MODELS; REINFORCED CONCRETE; SAND; SEISMOLOGY; SOILS;

EID: 24944527981     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2005)131:9(1172)     Document Type: Article
Times cited : (19)

References (12)
  • 1
    • 0010454559 scopus 로고
    • "Recommended practice for planning, designing, and constructing fixed offshore platforms"
    • American Petroleum Institute (API). 17th Ed
    • American Petroleum Institute (API). (1987). "Recommended practice for planning, designing, and constructing fixed offshore platforms." API recommended practice 2A (RP 2A), 17th Ed.
    • (1987) API Recommended Practice 2A (RP 2A)
  • 2
    • 0003713162 scopus 로고    scopus 로고
    • "Improved seismic design criteria for California bridges: Provisional recommendations"
    • Applied Technology Council (ATC). ATC, Redwood City, Calif
    • Applied Technology Council (ATC). (1996). "Improved seismic design criteria for California bridges: Provisional recommendations." ATC32, ATC, Redwood City, Calif.
    • (1996) ATC-32
  • 4
    • 0141915807 scopus 로고    scopus 로고
    • "Flexural strength and ductility characteristics of extended pile-shafts. II: Experimental study"
    • Chai, Y. H., and Hutchinson, T. C. (2002). "Flexural strength and ductility characteristics of extended pile-shafts. II: Experimental study." J. Struct. Eng., 128(5), 595-602.
    • (2002) J. Struct. Eng. , vol.128 , Issue.5 , pp. 595-602
    • Chai, Y.H.1    Hutchinson, T.C.2
  • 5
    • 0012170395 scopus 로고    scopus 로고
    • "FEDEAS: Finite elements for design, evaluation, and analysis of structures"
    • On-line manual. Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Calif. accessed May 2005
    • Filippou, F. C. (1999). "FEDEAS: Finite elements for design, evaluation, and analysis of structures." On-line manual. Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Calif.
    • (1999)
    • Filippou, F.C.1
  • 6
    • 12344279697 scopus 로고    scopus 로고
    • "Inelastic seismic response of extended pile shaft supported bridge structures"
    • Rep. No. PEER-2002/14, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif
    • Hutchinson, T. C., Boulanger, R. W., Chai, Y. H., and Idriss, I. M. (2002). "Inelastic seismic response of extended pile shaft supported bridge structures." Rep. No. PEER-2002/14, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
    • (2002)
    • Hutchinson, T.C.1    Boulanger, R.W.2    Chai, Y.H.3    Idriss, I.M.4
  • 7
    • 0000871625 scopus 로고
    • "Flexural members with confined concrete"
    • Kent, D. C., and Park, R. (1971). "Flexural members with confined concrete." J. Struct. Div. ASCE, 97(7), 1969-1990.
    • (1971) J. Struct. Div. ASCE , vol.97 , Issue.7 , pp. 1969-1990
    • Kent, D.C.1    Park, R.2
  • 8
    • 0024065683 scopus 로고
    • "Theoretical stress-strain model for confined concrete"
    • Mander, J. B., Priestley, M. J. N., and Park, R. (1988). "Theoretical stress-strain model for confined concrete." J. Struct. Eng., 114(8), 1804-1826.
    • (1988) J. Struct. Eng. , vol.114 , Issue.8 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 9
    • 0002552541 scopus 로고
    • "Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending"
    • Final Rep., Lisbon, Portugal
    • Menegotto, M., and Pinto, P. E. (1973). "Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending." Proc., IABSE Symp. on Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, Final Rep., Lisbon, Portugal.
    • (1973) Proc., IABSE Symp. on Resistance and Ultimate Deformability of Structures Acted on By Well-Defined Repeated Loads
    • Menegotto, M.1    Pinto, P.E.2
  • 10
    • 0019896945 scopus 로고
    • "Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates"
    • Scott, B. D., Park, R., and Priestley, M. J. N. (1982). "Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates." ACI J., 79, 13-27.
    • (1982) ACI J. , vol.79 , pp. 13-27
    • Scott, B.D.1    Park, R.2    Priestley, M.J.N.3
  • 11
    • 0003541648 scopus 로고    scopus 로고
    • Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Calif
    • Taylor, R. L. (1998). FEAP-A finite element analysis program, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Calif.
    • (1998) FEAP-A Finite Element Analysis Program
    • Taylor, R.L.1
  • 12
    • 0027103489 scopus 로고
    • "Lateral pile response to monotonic pile head loading"
    • Yan, L. I., and Byrne, P. M. (1992). "Lateral pile response to monotonic pile head loading." Can. Geotech. J., 29, 937-956.
    • (1992) Can. Geotech. J. , vol.29 , pp. 937-956
    • Yan, L.I.1    Byrne, P.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.