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Volumn 14, Issue 2, 2005, Pages 107-130

Estimation of floor acceleration demands in high-rise buildings during earthquakes

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATION; BUILDINGS; CANTILEVER BEAMS; EARTHQUAKE EFFECTS; SEISMOLOGY; VENTILATION;

EID: 18844439401     PISSN: 15417794     EISSN: None     Source Type: Journal    
DOI: 10.1002/tal.272     Document Type: Article
Times cited : (81)

References (33)
  • 2
    • 0031795171 scopus 로고    scopus 로고
    • Seismic response of a 42-story steel building
    • The Loma Prieta, California, Earth-quake of October 17, 1989-Building Structures
    • Anderson J, Bertero V. 1998. Seismic response of a 42-story steel building. The Loma Prieta, California, Earth-quake of October 17, 1989-Building Structures. USGS Prof. Paper 1552-C; c113-c140.
    • (1998) USGS Prof. Paper 1552-C
    • Anderson, J.1    Bertero, V.2
  • 4
    • 18844438276 scopus 로고
    • NEHRP provisions for architectural, mechanical, and electrical components
    • Proceedings of the Earthquake Engineering Research Institute, Oakland, CA
    • Bachman RE, Drake RM. 1994. NEHRP provisions for architectural, mechanical, and electrical components. In Fifth US National Conference on Earthquake Engineering, Vol. 4, Proceedings of the Earthquake Engineering Research Institute, Oakland, CA; 765-774.
    • (1994) Fifth US National Conference on Earthquake Engineering , vol.4 , pp. 765-774
    • Bachman, R.E.1    Drake, R.M.2
  • 8
    • 0003749428 scopus 로고    scopus 로고
    • Report FEMA 273, Federal Emergency Management Agency, Washington, DC
    • Building Seismic Safety Commission. 1997. NEHRP guidelines for the seismic rehabilitation of buildings. Report FEMA 273, Federal Emergency Management Agency, Washington, DC.
    • (1997) NEHRP Guidelines for the Seismic Rehabilitation of Buildings
  • 10
    • 0027579881 scopus 로고
    • Seismic response of eccentrically braced tall building
    • Çelebi M. 1993. Seismic response of eccentrically braced tall building. Journal of Structural Engineering 119: 1188-1205.
    • (1993) Journal of Structural Engineering , vol.119 , pp. 1188-1205
    • Çelebi, M.1
  • 11
    • 0031794484 scopus 로고    scopus 로고
    • Performance of building structures: A summary
    • The Loma Prieta, California, Earthquake of October 17, 1989-Building Structures
    • Çelebi M. 1998. Performance of building structures: a summary. The Loma Prieta, California, Earthquake of October 17, 1989-Building Structures. USGS Prof. Paper 1552-C, c5-c76.
    • (1998) USGS Prof. Paper 1552-C
    • Çelebi, M.1
  • 12
    • 0026880943 scopus 로고
    • Seismic response of Pacific Park Plaza. I: Data and preliminary analysis
    • Çelebi M, Safak E. 1992. Seismic response of Pacific Park Plaza. I: Data and preliminary analysis. Journal of Structural Engineering, ASCE 118(6): 1547-1565.
    • (1992) Journal of Structural Engineering, ASCE , vol.118 , Issue.6 , pp. 1547-1565
    • Çelebi, M.1    Safak, E.2
  • 14
    • 0345984882 scopus 로고
    • Interpretation of instrumented building seismic data and implications for building codes
    • Structural Engineers Association of California, Sacramento
    • Drake RM, Bachman RE. 1995. Interpretation of instrumented building seismic data and implications for building codes. In Proceedings of the 64th Annual Convention, Structural Engineers Association of California, Structural Engineers Association of California, Sacramento; 333-344.
    • (1995) Proceedings of the 64th Annual Convention, Structural Engineers Association of California , pp. 333-344
    • Drake, R.M.1    Bachman, R.E.2
  • 17
    • 18844445030 scopus 로고    scopus 로고
    • Report ATC-29-2, Proceedings of a Seminar on Seismic Design, Performance and Retrofit of Nonstructural Components in Critical Facilities, Applied Technology Council, Redwood City, CA
    • Home P, Burton H. 2003. Investigation of code seismic force levels for hospital equipment. Report ATC-29-2, Proceedings of a Seminar on Seismic Design, Performance and Retrofit of Nonstructural Components in Critical Facilities, Applied Technology Council, Redwood City, CA.
    • (2003) Investigation of Code Seismic Force Levels for Hospital Equipment
    • Home, P.1    Burton, H.2
  • 18
    • 4243959280 scopus 로고
    • Elastic response of multi-story shear beam type structures subjected to strong ground motion
    • Science Council of Japan, Tokyo
    • Jennings RL, Newmark NM. 1960. Elastic response of multi-story shear beam type structures subjected to strong ground motion. In Proceedings of the Second World Conference on Earthquake Engineering, Vol. 2, Science Council of Japan, Tokyo; 699-717.
    • (1960) Proceedings of the Second World Conference on Earthquake Engineering , vol.2 , pp. 699-717
    • Jennings, R.L.1    Newmark, N.M.2
  • 20
    • 0033116657 scopus 로고    scopus 로고
    • Approximate lateral deformation demands in multi-story buildings subjected to earthquakes
    • Miranda E. 1999. Approximate lateral deformation demands in multi-story buildings subjected to earthquakes. Journal of Structural Engineering, ASCE 125(4): 417-425.
    • (1999) Journal of Structural Engineering, ASCE , vol.125 , Issue.4 , pp. 417-425
    • Miranda, E.1
  • 21
    • 5744222199 scopus 로고    scopus 로고
    • Approximate lateral drift demands in multi-story buildings with non-uniform stiffness
    • Miranda E, Reyes CJ. 2002. Approximate lateral drift demands in multi-story buildings with non-uniform stiffness. Journal of Structural Engineering, ASCE 128(7): 840-849.
    • (2002) Journal of Structural Engineering, ASCE , vol.128 , Issue.7 , pp. 840-849
    • Miranda, E.1    Reyes, C.J.2
  • 22
    • 18844381044 scopus 로고    scopus 로고
    • Approximate floor acceleration demands in multi-story buildings. I: Formulation
    • submitted
    • Miranda E, Taghavi S. 2004. Approximate floor acceleration demands in multi-story buildings. I: Formulation. Journal of Structural Engineering, ASCE (submitted).
    • (2004) Journal of Structural Engineering, ASCE
    • Miranda, E.1    Taghavi, S.2
  • 25
    • 12744257810 scopus 로고
    • Laterally loaded systems consisting of walls and frames
    • Pergamon Press: London
    • Rosman R. 1967. Laterally loaded systems consisting of walls and frames. In Tall Buildings. Pergamon Press: London; 291-320.
    • (1967) Tall Buildings , pp. 291-320
    • Rosman, R.1
  • 26
    • 0016534539 scopus 로고
    • Approximate natural frequencies for coupled shear walls
    • Rutenberg A. 1975. Approximate natural frequencies for coupled shear walls. Earthquake Engineering and Structural Dynamics 4(1): 95-100.
    • (1975) Earthquake Engineering and Structural Dynamics , vol.4 , Issue.1 , pp. 95-100
    • Rutenberg, A.1
  • 29
    • 0003422138 scopus 로고
    • Report EERL 71-06, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, CA
    • Skattum KS. 1971. Dynamic analysis of coupled shear walls and sandwich beams. Report EERL 71-06, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, CA.
    • (1971) Dynamic Analysis of Coupled Shear Walls and Sandwich Beams
    • Skattum, K.S.1
  • 33
    • 0037886702 scopus 로고
    • Earthquake-shock transmission in tall buildings
    • Westergaard HM. 1933. Earthquake-shock transmission in tall buildings. Engineering News Record 111: 654-656.
    • (1933) Engineering News Record , vol.111 , pp. 654-656
    • Westergaard, H.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.