메뉴 건너뛰기




Volumn 129, Issue 5, 2003, Pages 576-585

Influence of hysteretic behavior on equivalent period and damping of structural systems

Author keywords

Damping; Hysteresis; Seismic analysis; Seismic response

Indexed keywords

BILINEAR ELASTIC SYSTEMS; SEISMIC ANALYSIS; SEISMIC RESPONSE; TIME-HISTORY ANALYSES;

EID: 10844259015     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:5(576)     Document Type: Article
Times cited : (74)

References (28)
  • 1
    • 0004002449 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials, 16th Ed., Washington, D.C.
    • AASHTO. (1996). Standard specifications for highway bridges, American Association of State Highway and Transportation Officials, 16th Ed., Washington, D.C.
    • (1996) Standard Specifications for Highway Bridges
  • 4
    • 10844245183 scopus 로고    scopus 로고
    • Seismic response of unbonded post-tensioned columns
    • Earthquake Engineering Research Institute, Boston
    • Billington S. L., and Kwan, W. P. (2002) "Seismic response of unbonded post-tensioned columns." Proc., 7th National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, Boston.
    • (2002) Proc., 7th National Conf. on Earthquake Engineering
    • Billington, S.L.1    Kwan, W.P.2
  • 6
    • 0034172244 scopus 로고    scopus 로고
    • Evaluation of NSP to estimate seismic deformation: SDF systems
    • Chopra, A. K., and Goel, R. K. (2000). "Evaluation of NSP to estimate seismic deformation: SDF systems." J. Struct. Eng., 126(4), 482-490.
    • (2000) J. Struct. Eng. , vol.126 , Issue.4 , pp. 482-490
    • Chopra, A.K.1    Goel, R.K.2
  • 8
    • 0242298017 scopus 로고
    • Seismic response of steel frames with semi-rigid connections using the capacity spectrum method
    • Deierlein, G. G., and Hsieh, S.-H. (1990). "Seismic response of steel frames with semi-rigid connections using the capacity spectrum method." Proc., 4th U.S. National Conf. on Earthquake Engineering, 2, 863-872.
    • (1990) Proc., 4th U.S. National Conf. on Earthquake Engineering , vol.2 , pp. 863-872
    • Deierlein, G.G.1    Hsieh, S.-H.2
  • 11
    • 0016342491 scopus 로고
    • Inelastic responses of reinforced concrete structures to earthquake motions
    • Gulkan, P., and Sozen. M. A. (1974). "Inelastic responses of reinforced concrete structures to earthquake motions." J. Am. Concr. Inst., 71(12), 604-610.
    • (1974) J. Am. Concr. Inst. , vol.71 , Issue.12 , pp. 604-610
    • Gulkan, P.1    Sozen, M.A.2
  • 12
    • 0004274688 scopus 로고    scopus 로고
    • Whittier, Calif.
    • International Conference of Building Officials (ICBO), (1997). Uniform building code. Whittier, Calif.
    • (1997) Uniform Building Code
  • 13
    • 0019043876 scopus 로고
    • Estimating inelastic response spectra from elastic spectra
    • Iwan, W. D. (1980). "Estimating inelastic response spectra from elastic spectra." Earthquake Eng. Struct. Dyn., 8(4), 375-388.
    • (1980) Earthquake Eng. Struct. Dyn. , vol.8 , Issue.4 , pp. 375-388
    • Iwan, W.D.1
  • 14
    • 0018466251 scopus 로고
    • The effective period and damping of a class of hysteretic structures
    • Iwan, W. D., and Gates, N. C. (1979). "The effective period and damping of a class of hysteretic structures." Earthquake Eng. Struct. Dyn., 7(3), 199-211.
    • (1979) Earthquake Eng. Struct. Dyn. , vol.7 , Issue.3 , pp. 199-211
    • Iwan, W.D.1    Gates, N.C.2
  • 15
    • 0029415956 scopus 로고
    • Displacement-based design of RC bridge columns in seismic regions
    • Kowalsky, M. J., Priestley, M. J. N., and MacRae, G. (1995). "Displacement-based design of RC bridge columns in seismic regions." Earthquake Eng. Struct. Dyn., 24(12), 1623-1643.
    • (1995) Earthquake Eng. Struct. Dyn. , vol.24 , Issue.12 , pp. 1623-1643
    • Kowalsky, M.J.1    Priestley, M.J.N.2    MacRae, G.3
  • 16
    • 0032662692 scopus 로고    scopus 로고
    • Seismic behavior and design of unbonded post-tensioned precast concrete walls
    • Kurama, Y. C., Pessiki, S., Sause, R., and Lu, L.-W. (1999). "Seismic behavior and design of unbonded post-tensioned precast concrete walls." PCI J., 44(3), 72-89.
    • (1999) PCI J. , vol.44 , Issue.3 , pp. 72-89
    • Kurama, Y.C.1    Pessiki, S.2    Sause, R.3    Lu, L.-W.4
  • 18
    • 10844244367 scopus 로고    scopus 로고
    • Unbonded post-tensioned concrete bridge piers. I: Monotonic and cyclic analyses
    • Kwan, W.-P., and Billington, S. L. (2003a). "Unbonded post-tensioned concrete bridge piers. I: Monotonic and cyclic analyses." J. Bridge Eng., 8(2), 92-101.
    • (2003) J. Bridge Eng. , vol.8 , Issue.2 , pp. 92-101
    • Kwan, W.-P.1    Billington, S.L.2
  • 19
    • 10844293815 scopus 로고    scopus 로고
    • Unbonded post-tensioned concrete bridge piers. II: Seismic analyses
    • Kwan, W.-P., and Billington, S. L. (2002b). "Unbonded post-tensioned concrete bridge piers. II: Seismic analyses." J. Bridge Eng., 8(2), 102-111.
    • (2002) J. Bridge Eng. , vol.8 , Issue.2 , pp. 102-111
    • Kwan, W.-P.1    Billington, S.L.2
  • 20
    • 0019615164 scopus 로고
    • Evaluation of inelastic seismic design spectra
    • Mahin, S., and Bertero, V. V. (1981). "Evaluation of inelastic seismic design spectra." J. Struct. Div. ASCE, 107(9), 1777-1795.
    • (1981) J. Struct. Div. ASCE , vol.107 , Issue.9 , pp. 1777-1795
    • Mahin, S.1    Bertero, V.V.2
  • 21
    • 0000168289 scopus 로고
    • Strength reduction factors for earthquake-resistant design
    • Miranda, E., and Bertero, V. V. (1994). "Strength reduction factors for earthquake-resistant design " Earthquake Spectra, 10(2), 357-379.
    • (1994) Earthquake Spectra , vol.10 , Issue.2 , pp. 357-379
    • Miranda, E.1    Bertero, V.V.2
  • 22
    • 0001120414 scopus 로고
    • Procedures and criteria for earthquake-resistant design
    • Building Science Series 46, Bureau of Standards, Washington, D.C.
    • Newmark, N. M., and Hall, W. J. (1973). "Procedures and criteria for earthquake-resistant design." Building practices for disaster mitigation. Building Science Series 46, Bureau of Standards, Washington, D.C., 209-237.
    • (1973) Building Practices for Disaster Mitigation. , pp. 209-237
    • Newmark, N.M.1    Hall, W.J.2
  • 23
    • 0003222662 scopus 로고    scopus 로고
    • Approximate inelastic procedures to identify failure mechanisms from higher mode effects
    • Paper No. 966, Acapulco, Mexico
    • Paret, T. F., Sasaki, K. K., Eilbekc, D H., and Freeman, S. A. (1996). "Approximate inelastic procedures to identify failure mechanisms from higher mode effects." Paper No. 966, 11th World Conf. on Earthquake Engineering, Acapulco, Mexico.
    • (1996) 11th World Conf. on Earthquake Engineering
    • Paret, T.F.1    Sasaki, K.K.2    Eilbekc, D.H.3    Freeman, S.A.4
  • 24
    • 0022043291 scopus 로고
    • Mechanistic seismic damage model for reinforced concrete
    • Park, Y. J., and Ang, A. H.-S. (1985). "Mechanistic seismic damage model for reinforced concrete." J. Struct. Eng., 111(4), 722-739.
    • (1985) J. Struct. Eng. , vol.111 , Issue.4 , pp. 722-739
    • Park, Y.J.1    Ang, A.H.-S.2
  • 27
    • 84860073207 scopus 로고    scopus 로고
    • SAC Joint Venture Steel Project Phase 2, Project Task: 5.4.1, Richmond, Calif.
    • SAC. (1997). Draft report: Develop suites of time histories, SAC Joint Venture Steel Project Phase 2, Project Task: 5.4.1, Richmond, Calif., (http://nisee.berkeley.edu/data/strong-motion/sacsteel/draftreport.html)
    • (1997) Draft Report: Develop Suites of Time Histories
  • 28
    • 0031097696 scopus 로고    scopus 로고
    • A hybrid reinforced precast frame for seismic regions
    • Stanton, J. F., Stone, W., and Cheok, G. S. (1997). "A hybrid reinforced precast frame for seismic regions." PCI J., 42(2), 20-32.
    • (1997) PCI J. , vol.42 , Issue.2 , pp. 20-32
    • Stanton, J.F.1    Stone, W.2    Cheok, G.S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.