Comparison of shear wall deformations and forces using two approaches

PCI Journal

Volumn 44, Issue 1, 1999, Pages 34-43

  Aswad, G Gus ^a   Djazmati, Basel ^b   Aswad, Alex ^c  

^a MK Centennial Engineering   (United States)

^b Duke Engineering and Services   (United States)

^c PENNSYLVANIA STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE BUILDINGS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SHEAR DEFORMATION; SHEAR WALLS;

CANTILEVER SHEAR WALLS;

PRECAST CONCRETE;

EID: 0032662529     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.01011999.34.46     Document Type: Article

References (11)

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2. Ghosh, S. K., "Observations on the Performance of Structures in the Kobe Earthquake of January 17, 1995," PCI JOURNAL, V. 40, No. 2, March-April 1995, pp. 14-22.
3. Mackertich, S., and Aswad, A., "Lateral Deformations of Perforated Shear Walls for Low and Mid-Rise Buildings," PCI JOURNAL, V. 42, No. 1, January-February 1997, pp. 30-41.
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6. ANSYS Version 5.3, Swanson Analysis Systems, Inc., Houston, TX, 1995.
7. PCI Design Handbook - Precast and Prestressed Concrete, Fifth Edition, Precast/Prestressed Concrete Institute, Chicago, IL, 1999.
8. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-95)," American Concrete Institute, Farmington Hills, MI, 1995.
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10. Cleland, N. M., "Design for Lateral Force Resistance with Precast Concrete Shear Walls," PCI JOURNAL, V. 42, No. 5, September-October 1997, pp. 44-63.
11. Paulay, T., and Priestley, M. J. N., Seismic Design of Reinforced Concrete and Masonry Buildings, A Wiley Interscience Publication, J. Wiley & Sons, Inc., New York, NY, 1992.