SCOPUS 정보 검색 플랫폼

Structural Engineering/Earthquake Engineering

Volumn 18, Issue 2, 2001, Pages

Two dimensional lagrangian particle finite difference method for modeling large soil deformations

(2) Konagai, Kazuo a Johansson, Jörgen a

a INSTITUTE OF INDUSTRIAL SCIENCE (Japan)

Author keywords

Eulerian lattice; Lagrangian particle method; Large strain of soil

Indexed keywords

COMPUTATIONAL FLUID DYNAMICS; DEFORMATION; EARTHQUAKE RESISTANCE; LAGRANGE MULTIPLIERS; MATHEMATICAL MODELS; SOIL MECHANICS; SOILS; STRAIN; TWO DIMENSIONAL;

EULERIAN LATTICE; LAGRANGIAN PARTICLE FINITE DIFFERENCE METHOD;

FINITE DIFFERENCE METHOD;

EID: 0035494157 PISSN: 02898063 EISSN: None Source Type: Journal
DOI: None Document Type: Article

Times cited : (15)

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2
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3
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4
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- Mass matrix formulation of the FLIP particle in cell method
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7
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8
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9
- 0008651646
- A model for hysterisis of soil and its steady-state strain energy and energy loss
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- Ogawa, Y.¹

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.