메뉴 건너뛰기




Volumn 1, Issue , 2008, Pages 489-496

Dynamic multi-body behaviour of historic masonry buildings models

Author keywords

[No Author keywords available]

Indexed keywords

3-DIMENSIONAL; CONSTANT ACCELERATION; CONSTANT AMPLITUDE; CRACK PATTERNS; DEFORMED SHAPE; DIFFERENT HEIGHTS; DRY MASONRY; ENERGY CONTENT; HISTORIC MASONRY; HISTORIC STRUCTURES; MASONRY WALLS; MULTI RIGID BODY DYNAMICS; MULTI-BODY; NUMBER OF BLOCKS; REASONABLE ACCURACY; RELATIVE DISPLACEMENT; SEISMIC ACTION; SHAKING TABLE TESTS; SINUSOIDAL WAVE;

EID: 79952351167     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (6)

References (14)
  • 1
    • 0030073519 scopus 로고    scopus 로고
    • Effects of scale and loading rate with tests of concrete and masonry structures
    • Adams, D., 1996. Effects of scale and loading rate with tests of concrete and masonry structures. In Earthquake Spectra 12: 13-27.
    • (1996) Earthquake Spectra , vol.12 , pp. 13-27
    • Adams, D.1
  • 2
    • 0016972263 scopus 로고
    • Lateral loading tests on concrete block walls
    • Anderson, C, 1976. Lateral loading tests on concrete block walls. In The Structural Engineer 54: 239-246.
    • (1976) The Structural Engineer , vol.54 , pp. 239-246
    • Anderson, C.1
  • 4
    • 0034555134 scopus 로고    scopus 로고
    • Modelling the out-of-plane seismic behaviour of masonry walls by rigid elements
    • Casolo, S., 2000. Modelling the out-of-plane seismic behaviour of masonry walls by rigid elements. In Earthquake Engng Struct. Dyn. 29: 1797-1813.
    • (2000) Earthquake Engng Struct. Dyn. , vol.29 , pp. 1797-1813
    • Casolo, S.1
  • 5
    • 10444246098 scopus 로고    scopus 로고
    • Experimental investigation of unreinforced brick masonry walls in flexure
    • DOI 10.1061/(ASCE)0733-9445(2004)130:3(423)
    • Griffith, M. et al., 2004. Experimental investigation of unre-inforced brick masonry walls in flexure. In Journal of Structural Engineering 130: 423-432. (Pubitemid 40265048)
    • (2004) Journal of Structural Engineering , vol.130 , Issue.3 , pp. 423-432
    • Griffith, M.C.1    Lam, N.T.K.2    Wilson, J.L.3    Doherty, K.4
  • 6
    • 0015586266 scopus 로고
    • The lateral strength of unreinforced brick-work
    • Hendry, A., 1973. The lateral strength of unreinforced brick-work. In The Structural Engineer 51: 43-50.
    • (1973) The Structural Engineer , vol.51 , pp. 43-50
    • Hendry, A.1
  • 7
    • 27744476437 scopus 로고    scopus 로고
    • Dry joint stone masonry walls subjected to in-plane combined loading
    • DOI 10.1061/(ASCE)0733-9445(2005)131:11(1665)
    • Lourenço, P. et al., 2005. Dry joint stone masonry walls subjected to in-plane combined loading. In Journal of Structural Engineering 131: 1665-1673. (Pubitemid 41604979)
    • (2005) Journal of Structural Engineering , vol.131 , Issue.11 , pp. 1665-1673
    • Lourenco, P.B.1    Oliveira, D.V.2    Roca, P.3    Orduna, A.4
  • 8
    • 3042742490 scopus 로고    scopus 로고
    • Characterization of cyclic behavior of dry masonry joints
    • DOI 10.1061/(ASCE)0733-9445(2004)130:5(779)
    • Lourenco, P. & Ramos, L., 2004. Characterization of cyclic behavior of dry masonry joints. In Journal of Structural Engineering 130: 779-786. (Pubitemid 40265035)
    • (2004) Journal of Structural Engineering , vol.130 , Issue.5 , pp. 779-786
    • Lourenco, P.B.1    Ramos, L.F.2
  • 9
    • 13844272014 scopus 로고    scopus 로고
    • Seismic testing of repaired unreinforced masonry building having flexible diaphragm
    • DOI 10.1061/(ASCE)0733-9445(2004)130:10(1487)
    • Paquette J. et al., 2004. Seismic testing of repaired unreinforced masonry building having flexible diaphragm. In Journal of Structural Engineering 130: 1487-1496. (Pubitemid 40253224)
    • (2004) Journal of Structural Engineering , vol.130 , Issue.10 , pp. 1487-1496
    • Paquette, J.1    Bruneau, M.2    Brzev, S.3
  • 10
    • 33947613443 scopus 로고    scopus 로고
    • A simplified mechanics-based procedure for the seismic risk assessment of unreinforced masonry buildings
    • Restrepo-Velez, L.F. & Magenes, G., A simplified mechanics-based procedure for the seismic risk assessment of unreinforced masonry buildings, in Rose school, 118,2003.
    • (2003) Rose School , vol.118
    • Restrepo-Velez, L.F.1    Magenes, G.2
  • 11
    • 79952357710 scopus 로고    scopus 로고
    • Analysis of in-plane damage of unreinforced masonry walls
    • British Masonry Society, London, UK
    • Shi, Y. & D'Ayala, D., 2006. Analysis of in-plane damage of unreinforced masonry walls, in the 7th International Masonry Conference. British Masonry Society, London, UK.
    • (2006) The 7th International Masonry Conference
    • Shi, Y.1    D'ayala, D.2
  • 13
    • 33646178933 scopus 로고    scopus 로고
    • Lateral load tests on a two-story unreinforced masonry building
    • T. Yi et al., 2006. Lateral load tests on a two-story unreinforced masonry building. In Journal of Structural Engineering 132: 643-652.
    • (2006) Journal of Structural Engineering , vol.132 , pp. 643-652
    • Yi, T.1
  • 14
    • 0017422231 scopus 로고
    • The resistance of brickwork to lateral loading
    • West, H. et al., 1977. The resistance of brickwork to lateral loading. In The Structural Engineer 55: 411-421.
    • (1977) The Structural Engineer , vol.55 , pp. 411-421
    • West, H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.