메뉴 건너뛰기




Volumn 140, Issue 1, 2014, Pages

In-plane orthotropic behavior of timber floor diaphragms in unreinforced masonry buildings

Author keywords

Brick masonry; Diaphragms; Earthquakes; Experimentation; Floors; Retrofitting; Wood; Wood structures

Indexed keywords

ASSESSMENT PROCEDURE; BRICK MASONRY; EXPERIMENTAL PROGRAM; EXPERIMENTATION; ORTHOTROPIC BEHAVIOR; PERFORMANCE PARAMETERS; UNREINFORCED MASONRY BUILDING; WOOD STRUCTURE;

EID: 84891469705     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000819     Document Type: Article
Times cited : (60)

References (29)
  • 6
    • 4243423315 scopus 로고
    • State-of-the-art report on seismic performance of unreinforced masonry buildings
    • JSENDH 0733-9445 10.1061/(ASCE)0733-9445(1994)120:1(230)
    • Bruneau, M. (1994). " State-of-the-art report on seismic performance of unreinforced masonry buildings." J. Struct. Eng., 120 (1), 230-251. JSENDH 0733-9445 10.1061/(ASCE)0733-9445(1994)120:1(230)
    • (1994) J. Struct. Eng. , vol.120 , Issue.1 , pp. 230-251
    • Bruneau, M.1
  • 7
    • 33644858177 scopus 로고    scopus 로고
    • In-plane shear reinforcement of wood beam floors with FRP
    • CPBEFF 1359-8368 10.1016/j.compositesb.2005.11.003
    • Corradi, M., Speranzini, E., Borri, A., and, Vignoli, A. (2006). " In-plane shear reinforcement of wood beam floors with FRP." Composites Part B, 37 (4-5), 310-319. CPBEFF 1359-8368 10.1016/j.compositesb.2005.11.003
    • (2006) Composites Part B , vol.37 , Issue.45 , pp. 310-319
    • Corradi, M.1    Speranzini, E.2    Borri, A.3    Vignoli, A.4
  • 8
    • 84891355039 scopus 로고
    • Earthquake resistance of timber structures
    • "
    • Dean, J. A., Deam, B. L., and, Buchanan, A. H. (1989). " Earthquake resistance of timber structures." N. Z. J. Timber Constr., 5 (2), 12-16.
    • (1989) N. Z. J. Timber Constr. , vol.5 , Issue.2 , pp. 12-16
    • Dean, J.A.1    Deam, B.L.2    Buchanan, A.H.3
  • 9
    • 79952806050 scopus 로고    scopus 로고
    • How did unreinforced masonry buildings perform in the February 2011 Christchurch earthquake?
    • SRUEAN 0039-2553
    • Ingham, J. M., Biggs, D. T., and, Moon, L. M. (2011). " How did unreinforced masonry buildings perform in the February 2011 Christchurch earthquake? " Struct. Eng., 89 (6), 14-18. SRUEAN 0039-2553
    • (2011) Struct. Eng. , vol.89 , Issue.6 , pp. 14-18
    • Ingham, J.M.1    Biggs, D.T.2    Moon, L.M.3
  • 11
    • 0032121937 scopus 로고    scopus 로고
    • Design of wood diaphragms with openings
    • JSENDH 0733-9445 10.1061/(ASCE)0733-9445(1998)124:7(839)
    • Kamiya, F., and, Itani, R. Y. (1998). " Design of wood diaphragms with openings." J. Struct. Eng., 124 (7), 839-848. JSENDH 0733-9445 10.1061/(ASCE)0733-9445(1998)124:7(839)
    • (1998) J. Struct. Eng. , vol.124 , Issue.7 , pp. 839-848
    • Kamiya, F.1    Itani, R.Y.2
  • 12
    • 84875881957 scopus 로고    scopus 로고
    • Compressive, flexural bond and shear bond strengths of in-situ New Zealand unreinforced clay brick masonry constructed using lime mortar between the 1880s and 1940s
    • (a). " " in press. JMCEE7 0899-1561
    • Lumantarna, R., Biggs, D. T., and, Ingham, J. M. (2013 a). " Compressive, flexural bond and shear bond strengths of in-situ New Zealand unreinforced clay brick masonry constructed using lime mortar between the 1880s and 1940s." J. Mater. Civ. Eng., in press. JMCEE7 0899-1561
    • (2013) J. Mater. Civ. Eng.
    • Lumantarna, R.1    Biggs, D.T.2    Ingham, J.M.3
  • 13
    • 84875881957 scopus 로고    scopus 로고
    • Uniaxial compressive strength and stiffness of field extracted and laboratory constructed masonry prisms
    • (b). " " in press. JMCEE7 0899-1561
    • Lumantarna, R., Biggs, D. T., and, Ingham, J. M. (2013 b). " Uniaxial compressive strength and stiffness of field extracted and laboratory constructed masonry prisms." J. Mater. Civ. Eng., in press. JMCEE7 0899-1561
    • (2013) J. Mater. Civ. Eng.
    • Lumantarna, R.1    Biggs, D.T.2    Ingham, J.M.3
  • 14
    • 0019615164 scopus 로고
    • An evaluation of inelastic seismic design spectra
    • JSDEAG 0044-8001
    • Mahin, S. A., and, Bertero, V. V. (1981). " An evaluation of inelastic seismic design spectra." J. Struct. Div., 107 (9), 1777-1795. JSDEAG 0044-8001
    • (1981) J. Struct. Div. , vol.107 , Issue.9 , pp. 1777-1795
    • Mahin, S.A.1    Bertero, V.V.2
  • 19
    • 13844272040 scopus 로고    scopus 로고
    • Seismic behavior of wood diaphragms in pre-1950s unreinforced masonry buildings
    • JSENDH 0733-9445 10.1061/(ASCE)0733-9445(2004)130:12(2040)
    • Peralta, D. F., Bracci, J. M., and, Hueste, M. B. D. (2004). " Seismic behavior of wood diaphragms in pre-1950s unreinforced masonry buildings." J. Struct. Eng., 130 (12), 2040-2050. JSENDH 0733-9445 10.1061/(ASCE)0733-9445(2004)130:12(2040)
    • (2004) J. Struct. Eng. , vol.130 , Issue.12 , pp. 2040-2050
    • Peralta, D.F.1    Bracci, J.M.2    Hueste, M.B.D.3
  • 24
    • 84891414023 scopus 로고
    • Standards Association of New Zealand. " " NZS 3603:1993, Wellington, New Zealand
    • Standards Association of New Zealand. (1993). " Timber structures." NZS 3603:1993, Wellington, New Zealand.
    • (1993) Timber Structures
  • 25
    • 77955804072 scopus 로고    scopus 로고
    • Standards Association of New Zealand. " " AS/NZS 1170.1:2002, Wellington, New Zealand
    • Standards Association of New Zealand. (2002). " Structural design actions part 0: General principles." AS/NZS 1170.1:2002, Wellington, New Zealand.
    • (2002) Structural Design Actions Part 0: General Principles
  • 27
    • 0030128057 scopus 로고    scopus 로고
    • Seismic behavior of structures with flexible diaphragms
    • JSENDH 0733-9445 10.1061/(ASCE)0733-9445(1996)122:4(439)
    • Tena-Colunga, A., and, Abrams, D. P. (1996). " Seismic behavior of structures with flexible diaphragms." J. Struct. Eng., 122 (4), 439-445. JSENDH 0733-9445 10.1061/(ASCE)0733-9445(1996)122:4(439)
    • (1996) J. Struct. Eng. , vol.122 , Issue.4 , pp. 439-445
    • Tena-Colunga, A.1    Abrams, D.P.2
  • 29
    • 84885122553 scopus 로고    scopus 로고
    • Natural period and idealization of flexible timber diaphragms
    • in press. EASPEF 8755-2930
    • Wilson, A., Quenneville, P., and, Ingham, J. (2013). " Natural period and idealization of flexible timber diaphragms." Earthquake Spectra, 29 (3), in press. EASPEF 8755-2930
    • (2013) Earthquake Spectra , vol.29 , Issue.3
    • Wilson, A.1    Quenneville, P.2    Ingham, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.