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Volumn 30, Issue 1, 2008, Pages 183-196

Analysis of change in dynamic properties of a frame-resistant test building

Author keywords

Capacity design; Ductile connections; Modal testing; Non destructive evaluation; Precast concrete; Shock tests

Indexed keywords

DUCTILITY; DYNAMIC LOADS; EARTHQUAKE RESISTANCE; FLAME RESISTANCE; LOAD LIMITS; NONDESTRUCTIVE EXAMINATION; PRECAST CONCRETE; STIFFNESS; STRUCTURAL DESIGN;

EID: 36549075997     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.02.022     Document Type: Article
Times cited : (21)

References (25)
  • 1
    • 36549067141 scopus 로고    scopus 로고
    • CEN/TC250: Eurocode 8: Design of structures for earthquake resistance. Brussels (Belgium): European Committee for Standardization; 2004
  • 2
    • 36549090393 scopus 로고    scopus 로고
    • California Building Code 2001. Whittier (CA): International Conference of Building Officials (ICBO); 2001
  • 3
    • 0032637989 scopus 로고    scopus 로고
    • An overview of the PRESSS five-story precast test building
    • Nakaki D.N., Stanton J.F., and Sritharan S. An overview of the PRESSS five-story precast test building. PCI Journal 2 42 (1999) 26-39
    • (1999) PCI Journal , vol.2 , Issue.42 , pp. 26-39
    • Nakaki, D.N.1    Stanton, J.F.2    Sritharan, S.3
  • 4
    • 0033308402 scopus 로고    scopus 로고
    • Preliminary results and conclusions from the presss five-story precast concrete test building
    • Priestley M.J.N., Sritharan S., Cinley J.R., and Pampanin S. Preliminary results and conclusions from the presss five-story precast concrete test building. PCI Journal 2 52 (1999) 42-67
    • (1999) PCI Journal , vol.2 , Issue.52 , pp. 42-67
    • Priestley, M.J.N.1    Sritharan, S.2    Cinley, J.R.3    Pampanin, S.4
  • 5
    • 36549028663 scopus 로고    scopus 로고
    • Sritharan S, Priestley MJN, Seible F, Igarashi A. A five-story precast concrete test building for seismic conditions-an overview. In: Proceedings 12th world conference on earthquake engineering. 2000
  • 7
    • 36549078031 scopus 로고    scopus 로고
    • Palmieri L, Sagan E, French C, Kreger M. Ductile connections for precast concrete frame systems. In: Proceeding Mete A sozen symposium. Farmington Hills (MI): American Concrete Institute; 1997. p. 313-55, Paper No. SP162-13
  • 8
    • 0031097696 scopus 로고    scopus 로고
    • A Hybrid reinforced precast frame for seismic regions
    • Stanton J.F., Stone W.C., and Cheok G.S. A Hybrid reinforced precast frame for seismic regions. PCI Journal 2 42 (1997) 20-32
    • (1997) PCI Journal , vol.2 , Issue.42 , pp. 20-32
    • Stanton, J.F.1    Stone, W.C.2    Cheok, G.S.3
  • 10
    • 36549016967 scopus 로고    scopus 로고
    • Recommended lateral force requirements-Commentary (SEAOC Blue Book). Sacramento (CA): Structural Engineers Association of California (SEAOC), 1999
  • 11
    • 36549011152 scopus 로고    scopus 로고
    • Farrar CR, Doebling SC. Damage detection II-field application to a large structure. In: Proceedings modal analysis and testing conference. Sesimbra (Portugal): NATO Advanced Study Institute; 1998. p. 427-43
  • 12
    • 36549002084 scopus 로고    scopus 로고
    • Farrar CR, Baker WE, Bell TM, Cone KM, Darling TW, Duffey TA et al. Report LA-12767-MS: Dynamic characterization and damage detection in the I-40 bridge over the Rio Grande. Los Alamos (NM): Los Alamos National Laboratory, 1994
  • 13
    • 0035361124 scopus 로고    scopus 로고
    • Damage identification on the Z24-bridge using vibration monitoring analysis
    • Maeck J., Peeters B., and De Roeck G. Damage identification on the Z24-bridge using vibration monitoring analysis. Smart Materials and Structures 10 3 (2001) 512-517
    • (2001) Smart Materials and Structures , vol.10 , Issue.3 , pp. 512-517
    • Maeck, J.1    Peeters, B.2    De Roeck, G.3
  • 14
    • 0026419519 scopus 로고
    • Damage detection from changes in curvature mode shapes
    • Pandey A.K., Biswas M., and Sammam M. Damage detection from changes in curvature mode shapes. Journal of Sound and Vibration 145 2 (1991) 321-332
    • (1991) Journal of Sound and Vibration , vol.145 , Issue.2 , pp. 321-332
    • Pandey, A.K.1    Biswas, M.2    Sammam, M.3
  • 15
    • 0026912583 scopus 로고
    • Damage diagnosis of steel frames using vibrational signature analysis
    • Yao G.C., Chang K.C., and Lee G.C. Damage diagnosis of steel frames using vibrational signature analysis. Journal of Engineering Mechanics 118 9 (1992) 1949-1961
    • (1992) Journal of Engineering Mechanics , vol.118 , Issue.9 , pp. 1949-1961
    • Yao, G.C.1    Chang, K.C.2    Lee, G.C.3
  • 21
    • 0020220627 scopus 로고    scopus 로고
    • Allemang RJ, Brown DL. A correlation coefficient for modal vector analysis. In: Proceedings 1st international modal analysis conference. Bethel (CT): Society for Experimental mechanics; 1982. p. 110-15
  • 22
    • 36549076851 scopus 로고    scopus 로고
    • Bachmann H, Dieterle R. Bericht Nr.119: Experiments and models for the damping behaviour of vibrating reinforced concrete beams in the uncracked and cracked conditions. Zurich (Switzerland): Institut fur Baustatic und Konstruktion ETH, 1981
  • 23
    • 36549066528 scopus 로고    scopus 로고
    • Mahrenholtz O, Bachmann HD. CEB Bulletin no. 209. Lausanne (Switzerland): Comite Euro-International du Beton; 1991. p. 169-80 (Appendix C)
  • 24
    • 0032681903 scopus 로고    scopus 로고
    • Damage localisation in reinforced concrete structures by using damping measurements
    • 132-41
    • Modena C., Sonda D., and Zonta D. Damage localisation in reinforced concrete structures by using damping measurements. Key Engineering Materials (1999) 167-168 132-41
    • (1999) Key Engineering Materials , pp. 167-168
    • Modena, C.1    Sonda, D.2    Zonta, D.3
  • 25
    • 17444440486 scopus 로고    scopus 로고
    • Damage assessment in concrete beams using non-linear analysis of vibration measurement
    • 557-64
    • Neild S.A., McFadden P.D., and Williams M.S. Damage assessment in concrete beams using non-linear analysis of vibration measurement. Key Engineering Materials (2003) 245-246 557-64
    • (2003) Key Engineering Materials , pp. 245-246
    • Neild, S.A.1    McFadden, P.D.2    Williams, M.S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.