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Volumn 20, Issue 2, 2004, Pages 451-482

Seismic behavior of wood-framed structures with viscous fluid dampers

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; SHEAR WALLS; STRAIN RATE; VISCOUS FLOW; WOODEN CONSTRUCTION;

EID: 2942694222     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1731616     Document Type: Article
Times cited : (20)

References (19)
  • 1
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    • ABAQUS, 1998. Standard User's Manual (Version 5.8), Hibbitt, Karlsson, and Sorenson, Inc., Pawtucket, RI.
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  • 3
    • 0003749428 scopus 로고    scopus 로고
    • prepared for the Building Seismic Safety Council, published by the Federal Emergency Management Agency, FEMA-273, Washington, D.C.
    • Applied Technology Council (ATC), 1997. NEHRP Guidelines for the Seismic Rehabilitation of Buildings, prepared for the Building Seismic Safety Council, published by the Federal Emergency Management Agency, FEMA-273, Washington, D.C.
    • (1997) NEHRP Guidelines for the Seismic Rehabilitation of Buildings
  • 6
    • 2942685412 scopus 로고    scopus 로고
    • Viscoelastic material as a seismic protection system for wood-framed buildings
    • Edited by P. C. Chang, Washington, D.C., May
    • Dinehart, D. W., and Lewicki, D. E., 2001. Viscoelastic material as a seismic protection system for wood-framed buildings, Proceedings of 2001 Structures Congress and Exposition, ASCE, Edited by P. C. Chang, Washington, D.C., May.
    • (2001) Proceedings of 2001 Structures Congress and Exposition, ASCE
    • Dinehart, D.W.1    Lewicki, D.E.2
  • 8
    • 0011554881 scopus 로고    scopus 로고
    • The dynamic response of wood-frame shear walls with viscoelastic dampers
    • Dinehart, D. W., Shenton, H. W., and Elliott, T. E., 1999. The dynamic response of wood-frame shear walls with viscoelastic dampers, Earthquake Spectra 15 (1), 67-86.
    • (1999) Earthquake Spectra , vol.15 , Issue.1 , pp. 67-86
    • Dinehart, D.W.1    Shenton, H.W.2    Elliott, T.E.3
  • 9
    • 0003550684 scopus 로고
    • The dynamic response of timber shear walls
    • Ph.D. dissertation, University of British Columbia, Vancouver, B.C.
    • Dolan, J. D., 1989. The Dynamic Response of Timber Shear Walls, Ph.D. dissertation, University of British Columbia, Vancouver, B.C.
    • (1989)
    • Dolan, J.D.1
  • 10
    • 0025199612 scopus 로고
    • Analytical predictions of the seismic response of friction damped timber shear walls
    • Filiatrault, A. 1990. Analytical predictions of the seismic response of friction damped timber shear walls, Earthquake Eng. Struct. Dyn. 19, 259-273.
    • (1990) Earthquake Eng. Struct. Dyn. , vol.19 , pp. 259-273
    • Filiatrault, A.1
  • 11
    • 15944379587 scopus 로고    scopus 로고
    • Shake table tests of a two-story woodframe house
    • Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, CA
    • Fischer, D., Filiatrault, A., Folz, B., Uang, C.-M., and Seible, F., 2001. Shake table tests of a two-story woodframe house, CUREE Publication No. W-06, Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, CA.
    • (2001) CUREE Publication No. W-06
    • Fischer, D.1    Filiatrault, A.2    Folz, B.3    Uang, C.-M.4    Seible, F.5
  • 12
    • 2942679239 scopus 로고    scopus 로고
    • Cyclic response of woodframe shearwalls: Loading protocol and rate of loading effects
    • Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, CA
    • Gatto, K., and Uang, C.-M., 2002. Cyclic response of woodframe shearwalls: Loading protocol and rate of loading effects, CUREE Publication No. W-13, Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, CA.
    • (2002) CUREE Publication No. W-13
    • Gatto, K.1    Uang, C.-M.2
  • 13
    • 0032007424 scopus 로고    scopus 로고
    • Effects of supplemental viscous damping on seismic response of asymmetric-plan systems
    • Goel, R. K., 1998. Effects of supplemental viscous damping on seismic response of asymmetric-plan systems. Earthquake Eng. Struct. Dyn. 27, 125-141.
    • (1998) Earthquake Eng. Struct. Dyn. , vol.27 , pp. 125-141
    • Goel, R.K.1
  • 15
    • 13944275239 scopus 로고    scopus 로고
    • Seismic performance of gypsum walls - Experimental test program
    • Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, CA
    • McMullin, K. M., and Merrick, D., 2002. Seismic performance of gypsum walls - experimental test program, CUREE Publication No. W-12, Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, CA.
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    • McMullin, K.M.1    Merrick, D.2
  • 16
    • 0003412434 scopus 로고
    • The seismic design of plywood-sheathed shearwalls
    • Ph.D. dissertation, University of Canterbury, Christchurch, New Zealand
    • Stewart, W. G., 1987. The Seismic Design of Plywood-Sheathed Shearwalls, Ph.D. dissertation, University of Canterbury, Christchurch, New Zealand.
    • (1987)
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  • 17
    • 0036703670 scopus 로고    scopus 로고
    • Base isolation and supplemental damping systems for seismic protection of wood structures: Literature review
    • Symans, M. D., Cofer, W. F., and Fridley, K. J., 2002a. Base isolation and supplemental damping systems for seismic protection of wood structures: Literature review, Earthquake Spectra 18 (3), 549-572.
    • (2002) Earthquake Spectra , vol.18 , Issue.3 , pp. 549-572
    • Symans, M.D.1    Cofer, W.F.2    Fridley, K.J.3
  • 18
    • 2942640059 scopus 로고    scopus 로고
    • Evaluation of fluid dampers for seismic energy dissipation of woodframe structures
    • Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, CA
    • Symans, M. D., Cofer, W. F., Du, Y., and Fridley, K. J., 2002b. Evaluation of fluid dampers for seismic energy dissipation of woodframe structures, CUREE Publication No. W-20, Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, CA.
    • (2002) CUREE Publication No. W-20
    • Symans, M.D.1    Cofer, W.F.2    Du, Y.3    Fridley, K.J.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.