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Volumn , Issue , 2010, Pages 554-565

Finite element modeling of common lateral systems in tall buildings: Insights from full-scale monitoring

Author keywords

[No Author keywords available]

Indexed keywords

TALL BUILDINGS;

EID: 84898469561     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41130(369)51     Document Type: Conference Paper
Times cited : (3)

References (15)
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    • Bashor, R., (2010). "Dynamics of Wind Sensitive Structures, " PhD Dissertation, Department of Civil Engineering and Geological Sciences, University of Notre Dame, Notre Dame, IN (in progress).
    • (2010) Dynamics of Wind Sensitive Structures
    • Bashor, R.1
  • 2
    • 84898400944 scopus 로고    scopus 로고
    • Wind-induced vibrations of tall buildings: The role of full-scale observations in better quantifying habitability
    • Orlando, Florida, February 9-12
    • Bentz, A. and Kijewski-Correa, T. (2009). "Wind-Induced Vibrations of Tall Buildings: The Role of Full-Scale Observations in Better Quantifying Habitability, " IMAC XXVII: A Conference and Exposition on Structural Dynamics, Orlando, Florida, February 9-12.
    • (2009) IMAC XXVII: A Conference and Exposition on Structural Dynamics
    • Bentz, A.1    Kijewski-Correa, T.2
  • 3
    • 73949103049 scopus 로고    scopus 로고
    • Modeling procedures for panel zone deformations in moment resisting frames
    • Amsterdam, the Netherlands, June 3-5
    • Charney, F.A., and Downs, W.M., (2004). "Modeling Procedures for Panel Zone Deformations in Moment Resisting Frames", Connections in Steel Structures V: Innovative Steel Connections, Amsterdam, the Netherlands, June 3-5.
    • (2004) Connections in Steel Structures V: Innovative Steel Connections
    • Charney, F.A.1    Downs, W.M.2
  • 4
    • 33846549922 scopus 로고    scopus 로고
    • A comparison of the krawinkler and scissors models for including beam-column joint deformations in the analysis of moment resisting steel frames
    • Charney, F., and Marshall, J. (2006). "A Comparison of the Krawinkler and Scissors Models for Including Beam-Column Joint Deformations in the Analysis of Moment Resisting Steel Frames, " Engineering Journal, First Quarter, 31-48.
    • (2006) Engineering Journal, First Quarter , pp. 31-48
    • Charney, F.1    Marshall, J.2
  • 5
    • 20444458436 scopus 로고    scopus 로고
    • Coupled dynamic analysis and equivalent static wind loads on buildings with three-dimensional modes
    • Chen, X., and Kareem, A., (2005). "Coupled Dynamic Analysis and Equivalent Static Wind Loads on Buildings with Three-Dimensional Modes, " Journal of Structural Engineering, 131(7) 1071-1082.
    • (2005) Journal of Structural Engineering , vol.131 , Issue.7 , pp. 1071-1082
    • Chen, X.1    Kareem, A.2
  • 7
    • 79960766017 scopus 로고    scopus 로고
    • Full-scale verification of dynamic properties from short duration records
    • Long Beach, CA, ASCE
    • Erwin, S., Kijewski-Correa, T, and Yoon, S.W. (2007). "Full-Scale Verification of Dynamic Properties from Short Duration Records, " Proc. of Structures Congress, Long Beach, CA, ASCE.
    • (2007) Proc. of Structures Congress
    • Erwin, S.1    Kijewski-Correa, T.2    Yoon, S.W.3
  • 11
  • 12
    • 68549123426 scopus 로고    scopus 로고
    • Calibration of analytical models to assess wind- induced acceleration responses of tall buildings in serviceability level
    • Kim, Y.J., Yu, E., Kim, D.K., Kim, S.D. (2009). "Calibration of Analytical Models to Assess Wind- Induced Acceleration Responses of Tall Buildings in Serviceability Level, " Engineering Structures, 31, 2086-2096.
    • (2009) Engineering Structures , vol.31 , pp. 2086-2096
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  • 13
    • 0018153719 scopus 로고
    • Shear in beam-column joints in seismic design of frames
    • American Institute of Steel Construction, Chicago, IL
    • Krawinkler, H., (1978), "Shear in Beam-Column Joints in Seismic Design of Frames", Engineering Journal, 15 (3), American Institute of Steel Construction, Chicago, IL.
    • (1978) Engineering Journal , vol.15 , Issue.3
    • Krawinkler, H.1
  • 14
    • 78650410045 scopus 로고    scopus 로고
    • Full-scale validation of wind-induced response of tall buildings: Investigation of amplitude-dependent dynamic properties
    • Long Beach, CA, ASCE
    • Pirnia, J.D., Kijewski-Correa, T., Abdelrazaq, A., Chung, J., and Kareem, A. (2007). "Full-Scale Validation of Wind-Induced Response of Tall Buildings: Investigation of Amplitude-Dependent Dynamic Properties, " Proceedings of Structures Congress, Long Beach, CA, ASCE.
    • (2007) Proceedings of Structures Congress
    • Pirnia, J.D.1    Kijewski-Correa, T.2    Abdelrazaq, A.3    Chung, J.4    Kareem, A.5
  • 15
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    • Dynamic properties of tall buildings in Korea
    • Seoul, Korea, October 11-13
    • Yoon, S.W., and Ju, Y.K. (2004). "Dynamic Properties of Tall Buildings in Korea, " Proc. of CTBUH 2004, Seoul, Korea, October 11-13.
    • (2004) Proc. of CTBUH 2004
    • Yoon, S.W.1    Ju, Y.K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.