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Volumn 49, Issue 5, 2003, Pages 392-397

Collapsing process simulations of timber structures under dynamic loading I: Simulations of two-story frame models

Author keywords

Bracing shear wall; Computer simulation; Distinct element method; Timber frame structure

Indexed keywords

COMPUTER SIMULATION; DYNAMIC LOADS; MATHEMATICAL MODELS; SHEAR WALLS; STRUCTURAL FRAMES; STRUCTURES (BUILT OBJECTS);

EID: 1042265728     PISSN: 14350211     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10086-002-0500-z     Document Type: Article
Times cited : (33)

References (13)
  • 1
    • 1342300820 scopus 로고
    • Vibrating properties of middle-storied wooden structures. III. Vibrating analysis of full-scale three-storied conventional houses
    • Nakajima S, Arima T, Nakamura N (1993) Vibrating properties of middle-storied wooden structures. III. Vibrating analysis of full-scale three-storied conventional houses (in Japanese). Mokuzai Gakkaishi 39:917-923
    • (1993) Mokuzai Gakkaishi , vol.39 , pp. 917-923
    • Nakajima, S.1    Arima, T.2    Nakamura, N.3
  • 2
    • 1342300819 scopus 로고    scopus 로고
    • Dynamic response and earthquake-resistant design of timber structures subjected to strong earthquake
    • C-1, structure III, Tokyo
    • Izawa Y, Nakamura T (1997) Dynamic response and earthquake-resistant design of timber structures subjected to strong earthquake (in Japanese). In: Technical papers of the annual meeting of the Architectural Institute of Japan, C-1, structure III, Tokyo, pp 197-198
    • (1997) Technical Papers of the Annual Meeting of the Architectural Institute of Japan , pp. 197-198
    • Izawa, Y.1    Nakamura, T.2
  • 7
    • 0001465323 scopus 로고
    • A computer model for simulating progressive, large-scale movements in blocky rock systems
    • Nancy
    • Cundall PA (1971) A computer model for simulating progressive, large-scale movements in blocky rock systems. Presented at the symposium of the ISRM, Nancy, pp 129-136
    • (1971) Symposium of the ISRM , pp. 129-136
    • Cundall, P.A.1
  • 8
    • 1342300817 scopus 로고
    • Fracture analyses of concrete structures by the modified distinct element method
    • Meguro K, Hakuno M (1990) Fracture analyses of concrete structures by the modified distinct element method. Concrete Lib JSCE 16:125-137
    • (1990) Concrete Lib JSCE , vol.16 , pp. 125-137
    • Meguro, K.1    Hakuno, M.2
  • 10
    • 1342279660 scopus 로고
    • The effect of cutting speed on the surface quality in wood cutting: Model experiments and simulation by the extended distinct element method
    • Kyoto
    • Ohta M, Kawasaki B (1995) The effect of cutting speed on the surface quality in wood cutting: model experiments and simulation by the extended distinct element method. In: Proceedings of the 12th international wood machining seminar, Kyoto, pp 56-62
    • (1995) Proceedings of the 12th International Wood Machining Seminar , pp. 56-62
    • Ohta, M.1    Kawasaki, B.2
  • 11
    • 1342300812 scopus 로고    scopus 로고
    • Fracture process analysis of wood by the extended distinct element method
    • New Orleans
    • Ohta M (1996) Fracture process analysis of wood by the extended distinct element method. In: Proceedings of the international wood engineering Conference, New Orleans, vol 4, pp 152-158
    • (1996) Proceedings of the International Wood Engineering Conference , vol.4 , pp. 152-158
    • Ohta, M.1
  • 12
    • 1342321967 scopus 로고    scopus 로고
    • Simulation of the chip formation in the orthogonal wood cutting by the extended distinct element method
    • Vancouver
    • Sawada T, Ohta M (1997) Simulation of the chip formation in the orthogonal wood cutting by the extended distinct element method. In: Proceedings of the 12th international wood machining seminar, Vancouver, pp 525-533
    • (1997) Proceedings of the 12th International Wood Machining Seminar , pp. 525-533
    • Sawada, T.1    Ohta, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.