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Volumn 48, Issue 3, 2006, Pages 294-306

A layered approach to the non-linear static and dynamic analysis of rectangular reinforced concrete slabs

Author keywords

Analytical model; Bending; Dynamic; Non linear behaviour; Reinforced concrete slab; Static

Indexed keywords

ANISOTROPY; FINITE ELEMENT METHOD; LAMINATES; MODEL STRUCTURES; REINFORCEMENT;

EID: 29844440423     PISSN: 00207403     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijmecsci.2005.09.013     Document Type: Article
Times cited : (5)

References (12)
  • 1
    • 13844308247 scopus 로고    scopus 로고
    • Behavior of a structurally dissipating rock-shed: Experimental analysis and study of punching effects
    • F. Delhomme, M. Mommessin, J.-P. Mougin, and P. Perrotin Behavior of a structurally dissipating rock-shed: experimental analysis and study of punching effects International Journal of Solids and Structures 42 14 2005 4204 4219
    • (2005) International Journal of Solids and Structures , vol.42 , Issue.14 , pp. 4204-4219
    • Delhomme, F.1    Mommessin, M.2    Mougin, J.-P.3    Perrotin, P.4
  • 2
    • 4644229506 scopus 로고    scopus 로고
    • Impact load by rock falls and design of protection structures
    • V. Labiouse Scientific Seminar Department of Civil Engineering, Kanazawa University Japan
    • H. Masuya Impact load by rock falls and design of protection structures V. Labiouse Proceedings of the joint Japan-Swiss vol. 163 1999 Scientific Seminar Department of Civil Engineering, Kanazawa University Japan
    • (1999) Proceedings of the Joint Japan-Swiss , vol.163
    • Masuya, H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.