메뉴 건너뛰기




Volumn 28, Issue 4, 2012, Pages 1687-1709

Experimental evaluation of the in-plane stiffness of timber diaphragms

Author keywords

[No Author keywords available]

Indexed keywords

STIFFNESS; WOODEN FLOORS;

EID: 85031823337     PISSN: 87552930     EISSN: 19448201     Source Type: Journal    
DOI: 10.1193/1.4000088     Document Type: Article
Times cited : (69)

References (23)
  • 4
    • 70349331159 scopus 로고    scopus 로고
    • Evaluation and control of the in-plane stiffness of timber floors for the performance-based retrofit of URM buildings
    • Brignola, A., Pampanin, S., and Podestà, S., 2009a. Evaluation and control of the in-plane stiffness of timber floors for the performance-based retrofit of URM buildings. Bulletin of the New Zealand Society for Earthquake Engineering 42, 204–221.
    • (2009) Bulletin of the New Zealand Society for Earthquake Engineering , vol.42 , pp. 204-221
    • Brignola, A.1    Pampanin, S.2    Podestà, S.3
  • 5
    • 85079789168 scopus 로고    scopus 로고
    • The role of the in-plane stiffness of timber floors in the seismic response of unreinforced masonry buildings
    • 21-24 June 2009, Rome, Italy
    • Brignola, A., Pampanin, S., and Podestà, S., 2009b. The role of the in-plane stiffness of timber floors in the seismic response of unreinforced masonry buildings, Proc. of the Prohitech Conference 2009, 21-24 June 2009, Rome, Italy. Volume II, 1253–1261.
    • (2009) Proc. Of the Prohitech Conference 2009 , vol.2 , pp. 1253-1261
    • Brignola, A.1    Pampanin, S.2    Podestà, S.3
  • 6
    • 85079805126 scopus 로고    scopus 로고
    • A retrofit strategy for unreinforced masonry buildings accounting for the in-plane stiffness of timber diaphragms
    • Ohrid (Macedonia), September 2010, CD-ROM
    • Brignola, A., Pampanin, S., and Podestà, S., 2010. A retrofit strategy for unreinforced masonry buildings accounting for the in-plane stiffness of timber diaphragms, Proc. of 14th European Conference of Earthquake Engineering, Ohrid (Macedonia), September 2010, CD-ROM.
    • (2010) Proc. Of 14th European Conference of Earthquake Engineering
    • Brignola, A.1    Pampanin, S.2    Podestà, S.3
  • 8
    • 33644858177 scopus 로고    scopus 로고
    • In-plane shear reinforcement of wood beam floors with FRP
    • Corradi, M., Speranzini, E., Borri, A., and Vignoli, A., 2006. In-plane shear reinforcement of wood beam floors with FRP, Composites Part B, 37, 310–319.
    • (2006) Composites Part B , vol.37 , pp. 310-319
    • Corradi, M.1    Speranzini, E.2    Borri, A.3    Vignoli, A.4
  • 9
    • 70449125361 scopus 로고    scopus 로고
    • Decreto Ministeriale delle infrastrutture D.M. 14-01-2008, NTC 2008 in Italian
    • Decreto Ministeriale delle infrastrutture (D.M. 14-01-2008), 2008. Norme Tecniche per le Costruzioni. NTC 2008 (in Italian).
    • (2008) Norme Tecniche Per Le Costruzioni
  • 11
    • 70349321007 scopus 로고    scopus 로고
    • Handbook (guidelines) for the design of adjustment interventions, seismic strengthening, and renewal of architectural treasures damaged during the Umbria-Marche earthquake in 1997
    • Italian
    • Doglioni, F., 2000. Handbook (guidelines) for the design of adjustment interventions, seismic strengthening, and renewal of architectural treasures damaged during the Umbria-Marche earthquake in 1997, Official Bulletin of Marche Region, Ancona (in Italian).
    • (2000) Official Bulletin of Marche Region, Ancona
    • Doglioni, F.1
  • 12
    • 0031131465 scopus 로고    scopus 로고
    • Local phenomena around a steel dowel embedded in a stone masonry wall
    • Felicetti, R., Gattesco, N., and Giuriani, E., 1997. Local phenomena around a steel dowel embedded in a stone masonry wall, Materials and Structures 30, 238–246.
    • (1997) Materials and Structures , vol.30 , pp. 238-246
    • Felicetti, R.1    Gattesco, N.2    Giuriani, E.3
  • 13
    • 85042484891 scopus 로고    scopus 로고
    • Retrofit of wooden floors for the seismic adjustment of historical buildings with high reversible techniques,
    • Pisa, 10–14 June 2007, full paper on CD in Italian
    • Gattesco, N., Macorini, L., and Benussi, F., 2007. Retrofit of wooden floors for the seismic adjustment of historical buildings with high reversible techniques, Seismic Engineering in Italy, Proc. of the XII National Conference, Pisa, 10–14 June 2007, full paper on CD (in Italian).
    • (2007) Seismic Engineering in Italy, Proc. Of the XII National Conference
    • Gattesco, N.1    Macorini, L.2    Benussi, F.3
  • 14
    • 0027608166 scopus 로고
    • Experimental tests on the shear behavior of dowels connecting concrete slabs to stone masonry walls
    • Giuriani, E., Gattesco, N., and Del Piccolo, M., 1993. Experimental tests on the shear behavior of dowels connecting concrete slabs to stone masonry walls, Materials and Structures 26, 293–301.
    • (1993) Materials and Structures , vol.26 , pp. 293-301
    • Giuriani, E.1    Gattesco, N.2    Del Piccolo, M.3
  • 15
    • 34948846795 scopus 로고    scopus 로고
    • New Zealand Society for Earthquake Engineering NZSEE, Recommendations of a NZSEE Study Group, Wellington, New Zealand
    • New Zealand Society for Earthquake Engineering (NZSEE), 2006. Assessment and Improvement of the Structural Performance of Buildings in Earthquake, Recommendations of a NZSEE Study Group, Wellington, New Zealand.
    • (2006) Assessment and Improvement of the Structural Performance of Buildings in Earthquake,
  • 16
    • 29144481794 scopus 로고    scopus 로고
    • Pseudo-dynamic testing of unreinforced masonry building with flexible diaphragm and comparison with existing procedures
    • Paquette, J., and Bruneau, M., 2006. Pseudo-dynamic testing of unreinforced masonry building with flexible diaphragm and comparison with existing procedures, Constructions and Building Materials 20, 220–228.
    • (2006) Constructions and Building Materials , vol.20 , pp. 220-228
    • Paquette, J.1    Bruneau, M.2
  • 17
    • 13844272040 scopus 로고    scopus 로고
    • Seismic behavior of wood diaphragms in pre-1950s unreinforced masonry buildings
    • Peralta, D. F., Bracci, J. M., and Hueste, M. B. D., 2004. Seismic behavior of wood diaphragms in pre-1950s unreinforced masonry buildings, Journal of Structural Engineering 130, 2040–2050.
    • (2004) Journal of Structural Engineering , vol.130 , pp. 2040-2050
    • Peralta, D.F.1    Bracci, J.M.2    Hueste, M.B.D.3
  • 19
    • 84897719360 scopus 로고    scopus 로고
    • The role of in-plane floor stiffness in the seismic behavior of traditional buildings
    • Beijin 12–17 October 2008, CD-ROM
    • Piazza, M., Baldessari, C., and Tomasi, R., 2008. The role of in-plane floor stiffness in the seismic behavior of traditional buildings, Proc. of 14th World Conference on Earthquake Engineering, Beijin 12–17 October 2008, CD-ROM.
    • (2008) Proc. Of 14th World Conference on Earthquake Engineering
    • Piazza, M.1    Baldessari, C.2    Tomasi, R.3
  • 20
    • 0003630719 scopus 로고
    • Seismic evaluation of unreinforced masonry structures with flexible diaphragms
    • Tena-Colunga, A., 1992. Seismic evaluation of unreinforced masonry structures with flexible diaphragms, Earthquake Spectra, 8(2): 305–318.
    • (1992) Earthquake Spectra , vol.8 , Issue.2 , pp. 305-318
    • Tena-Colunga, A.1
  • 22
    • 0000849966 scopus 로고
    • On the correction factor for shear of the differential equation for transverse vibrations of bars of uniform cross-section
    • Timoshenko, S. P., 1921. On the correction factor for shear of the differential equation for transverse vibrations of bars of uniform cross-section, Philosophical Magazine, p. 744.
    • (1921) Philosophical Magazine , pp. 744
    • Timoshenko, S.P.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.