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Measured and calculated modal characteristics of Heritage Court Tower in Vancouver, B.C.

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  • Structural Testing Series: Part 6
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References

  1. Liera, J.C. and Chopra, A.K. Accidental and Natural Torsion in Earthquake Response and Design of Buildings. University of California, Berkeley, CA: Report No. EERC 94/07, 1994.

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  2. Dyck, C. and Ventura, C.E. Ambient Vibration Measurements of Heritage Court Tower. Research report No. 98-07. University of British Columbia, Department of Civil Engineering, Vancouver, B.C., Canada, pp. 1–24, 1998.

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  3. Schuster, N.D. Dynamic Characteristics of a 30 Story Building During Construction Detected from Ambient Vibration Measurements. M.A.Sc. Thesis, Vancouver, BC, Canada: University of British Columbia, Department of Civil Engineering, 1994.

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  4. EDI, Experimental Dynamic Investigations Ltd., UZ V2 & P2 ManuaL Vancouver, BC, Canada, 1995.

  5. Bindiganavile, V., Gam, D., Osooly, A. and Zhang J. Linear and Non-linear Modelling of a Concrete Shearwall High Rise. CIVL 508 Term Project, The University of British Columbia, Department of Civil Engineering, 1999.

  6. Computers and Structures. ETABS v6.2 User’s Manual, Berkeley, California, 1995.

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Authors and Affiliations

  1. University of British Columbia, Vancouver, B.C., Canada

    C. E. Ventura (SEM Member, Professor of Civil Engineering)

  2. Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, Prague, Czech Republic

    T. Horyna

Authors
  1. C. E. Ventura
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  2. T. Horyna
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Additional information

The Structural Testing Feature Series is dedicated to the dissemination of emerging and important techniques and applications which relate to civil structures. If you have an article that would be of interest to ET Structural Testing Feature Series readers, please contact Teri Barton, abstract@sem1.com.

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Ventura, C.E., Horyna, T. Measured and calculated modal characteristics of Heritage Court Tower in Vancouver, B.C.. Exp Tech 24, 44–47 (2000). https://doi.org/10.1111/j.1747-1567.2000.tb02272.x

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  • DOI: https://doi.org/10.1111/j.1747-1567.2000.tb02272.x

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