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Volumn 22, Issue 4, 2000, Pages 335-355

Reliability analysis of laterally loaded piles using response surface methods

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BENDING MOMENTS; COMPUTER SIMULATION; FAILURE ANALYSIS; MATHEMATICAL MODELS; MONTE CARLO METHODS; PROBABILITY DENSITY FUNCTION; RELIABILITY; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS;

EID: 0033644980     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-4730(00)00019-9     Document Type: Article
Times cited : (140)

References (25)
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  • 10
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    • A new look at the response surface approach for reliability analysis
    • Rajashekhar MR, Ellingwood BR. A new look at the response surface approach for reliability analysis. Structural Safety 1993;12:205-20.
    • (1993) Structural Safety , vol.12 , pp. 205-220
    • Rajashekhar, M.R.1    Ellingwood, B.R.2
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    • (1997) Structural Safety , vol.19 , Issue.1 , pp. 3-19
    • Kim, S.H.1    Na, S.W.2
  • 13
    • 0034103369 scopus 로고    scopus 로고
    • Reliability with respect to settlement limit-states of shallow foundations on linearly-deformable subsoil
    • Bauer J, Pula W. Reliability with respect to settlement limit-states of shallow foundations on linearly-deformable subsoil. Computers and Geotechnics 2000;26:281-308.
    • (2000) Computers and Geotechnics , vol.26 , pp. 281-308
    • Bauer, J.1    Pula, W.2
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    • Analyzing spatial variability of in situ soil properties
    • Geotechnical Special Publication 58, "Uncertainty in the geologic environment: from theory to practice". Madison (WI): ASCE
    • DeGroot DJ. Analyzing spatial variability of in situ soil properties. In: Proceedings of Uncertainty '96, Geotechnical Special Publication 58, "Uncertainty in the geologic environment: from theory to practice". Madison (WI): ASCE, 1996. p. 210-38.
    • (1996) Proceedings of Uncertainty '96 , pp. 210-238
    • DeGroot, D.J.1
  • 20
    • 0031252038 scopus 로고    scopus 로고
    • Reliability analysis of reinforced embankments on soft ground
    • Low BK, Tang WH. Reliability analysis of reinforced embankments on soft ground. Canadian Geotechnical Journal 1997;34:672-85.
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    • Low, B.K.1    Tang, W.H.2
  • 22
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    • Probabilistic approach to the design of anchored sheet pile walls
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    • Probabilistic characterization of soil profile
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.