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Volumn 55, Issue , 2001, Pages 251-261

Dry rigid block masonry: Safe solutions in presence of Coulomb friction

Author keywords

[No Author keywords available]

Indexed keywords

HEURISTIC METHODS; MASONRY MATERIALS; REPAIR; RESEARCH; WALLS (STRUCTURAL PARTITIONS);

EID: 84903381837     PISSN: 17433509     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (28)

References (22)
  • 2
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    • Kooharian, A. Limit analysis of voussoir (segmental) and concrete arches. Journ. Amer. Cone. Inst, 24 (4), pp. 317-328, 1952.
    • (1952) Journ. Amer. Cone. Inst , vol.24 , Issue.4 , pp. 317-328
    • Kooharian, A.1
  • 5
    • 85143603552 scopus 로고
    • Coulomb friction, plasticity, and limit loads
    • Drucker, D. C. Coulomb friction, plasticity, and limit loads. Journ. Appl. Mec. Trans. ASME, 21 (1), pp. 71-74, 1954.
    • (1954) Journ. Appl. Mec. Trans. ASME , vol.21 , Issue.1 , pp. 71-74
    • Drucker, D.C.1
  • 6
    • 0018106711 scopus 로고
    • Limit analysis of structures formed from rigid blocks
    • Livesley, R. K. Limit analysis of structures formed from rigid blocks. Int. Journ. for Num. Meth. in Eng., 12, pp. 1853-71, 1978.
    • (1978) Int. Journ. for Num. Meth. in Eng. , vol.12 , pp. 1853-1871
    • Livesley, R.K.1
  • 10
    • 0012606999 scopus 로고
    • Rigid-block analysis of masonry structures
    • Gilbert, M. & Melbourne, C. Rigid-block analysis of masonry structures. The Struct. Eng., 12, pp. 356-361, 1994.
    • (1994) The Struct. Eng. , vol.12 , pp. 356-361
    • Gilbert, M.1    Melbourne, C.2
  • 11
    • 0028381380 scopus 로고
    • Stability of masonry piers and arches including sliding
    • Boothby, T. E. Stability of masonry piers and arches including sliding. Journ. Engin. Mech. ASCE, 120 (2), pp. 304-319, 1994.
    • (1994) Journ. Engin. Mech. ASCE , vol.120 , Issue.2 , pp. 304-319
    • Boothby, T.E.1
  • 12
    • 19944409680 scopus 로고
    • Numerical analysis of rigid block structures including sliding
    • Begg, D. W. & Fishwick, R. J. Numerical analysis of rigid block structures including sliding. Comp. Meth. Struct. Masonry, 3, pp. 177-183, 1995.
    • (1995) Comp. Meth. Struct. Masonry , vol.3 , pp. 177-183
    • Begg, D.W.1    Fishwick, R.J.2
  • 13
    • 3843075128 scopus 로고    scopus 로고
    • Modem formulation for preelastic theories on masonry arches
    • Sinopoli A., Corradi M. & Foce F. Modem formulation for preelastic theories on masonry arches. Journ. Engin. Mech. ASCE, 2, pp. 204-213, 1997.
    • (1997) Journ. Engin. Mech. ASCE , vol.2 , pp. 204-213
    • Sinopoli, A.1    Corradi, M.2    Foce, F.3
  • 14
    • 33645997165 scopus 로고    scopus 로고
    • II ruolo dell'attrito nella resistenza di pareti murarie.
    • Casapulla, C., De Riggi T. & Jossa P. II ruolo dell'attrito nella resistenza di pareti murarie. Ing. Sism., 3, pp. 32-40, 1996.
    • (1996) Ing. Sism. , vol.3 , pp. 32-40
    • Casapulla, C.1    De Riggi, T.2    Jossa, P.3
  • 15
    • 84903378957 scopus 로고    scopus 로고
    • Cinematica di blocchi affiancati con attrito in presenza di azioni sismiche
    • Casapulla, C., De Riggi T. & Jossa P. Cinematica di blocchi affiancati con attrito in presenza di azioni sismiche. Ing. Sism., 3, pp. 21-34, 1998.
    • (1998) Ing. Sism. , vol.3 , pp. 21-34
    • Casapulla, C.1    De Riggi, T.2    Jossa, P.3
  • 21
    • 0017892315 scopus 로고
    • Associated and non-associated sliding rules in contact friction problems
    • Michalowski R. & Mroz Z. Associated and non-associated sliding rules in contact friction problems. Arch, of Mech., 30 (3), pp. 259-276, 1978.
    • (1978) Arch, of Mech. , vol.30 , Issue.3 , pp. 259-276
    • Michalowski, R.1    Mroz, Z.2
  • 22
    • 0026116618 scopus 로고
    • Planar sliding with dry friction. Part 1. Limit surface and moment function
    • Goyal S., Ruina A. & Papadopoulos J. Planar sliding with dry friction. Part 1. Limit surface and moment function. Wear, 143 (2), pp. 307-330, 1991.
    • (1991) Wear , vol.143 , Issue.2 , pp. 307-330
    • Goyal, S.1    Ruina, A.2    Papadopoulos, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.