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Volumn 28, Issue 6, 2004, Pages 531-542

Plane of elastic non-resisting tension material under foundation structures

Author keywords

2D static problems; Energetic approach; Foundation structures; NRT model; Stress propagation

Indexed keywords

ELASTICITY; FOUNDATIONS; PROBLEM SOLVING; STRUCTURAL LOADS; TENSILE TESTING;

EID: 2442614071     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.349     Document Type: Article
Times cited : (32)

References (15)
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    • Il materiale non reagente a trazione come modello per il calcolo delle tensioni nelle pareti murarie
    • Baratta A. Il materiale non reagente a trazione come modello per il calcolo delle tensioni nelle pareti murarie. Journal of 'Restauro' 1984; 75:53-77.
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    • Baratta, A.1
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    • Structural analysis of masonry buildings
    • Baratta A, Colletta T, Zuccaro G (eds). La Città del Sole; Naples
    • Baratta A. Structural analysis of masonry buildings. In Seismic Risk of Historic Centers. A Preliminary Approach to the Naples' Case, Baratta A, Colletta T, Zuccaro G (eds). La Città del Sole; Naples, 1996; 76-122.
    • (1996) Seismic Risk of Historic Centers. A Preliminary Approach to the Naples' Case , pp. 76-122
    • Baratta, A.1
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    • Limit states criteria for structural evaluation of existing buildings
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  • 11
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    • Stati tensionali in pannelli di materiale non resistente a trazione mediante il principio di minimo
    • Genova
    • Baratta A, Toscano R. Stati tensionali in pannelli di materiale non resistente a trazione mediante il principio di minimo. VI National Conference AIMETA, Genova, vol. 2, 1983; 291-301.
    • (1983) VI National Conference AIMETA , vol.2 , pp. 291-301
    • Baratta, A.1    Toscano, R.2
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    • Un procedimento per la risoluzione di modelli discreti di Solidi elastici bidimensionali non reagenti a trazione
    • Siena
    • Baratta A, Voiello G. Un procedimento per la risoluzione di modelli discreti di Solidi elastici bidimensionali non reagenti a trazione. XIII National Conference AIMETA, Siena, 1997; 333-338.
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    • Stability and load capacity of members with no tensile strength
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    • Yokel FY. Stability and load capacity of members with no tensile strength. Proceedings of the American Society of Civil Engineers (ASCE) 1997; 97:1913-1926.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.