Contents References
User Manual: References
Open the PDF directly: View PDF .
Page Count: 3
Download | |
Open PDF In Browser | View PDF |
Software Verification PROGRAM NAME: REVISION NO.: ETABS 5 REFERENCES ACI Committee 435, 1984. Deflection of Two-way Reinforced Concrete Floor Systems: State-of-the-Art Report, (ACI 435-6R-74), (Reaffirmed 1984), American Concrete Institute, Detroit, Michigan. ACI Committee 336, 1988. Suggested Analysis and Design Procedures for Combined Footings and Mats (ACI 336-2R-88), American Concrete Institute, Detroit, Michigan. ACI Committee 340, 1991. Design Handbook In Accordance with the Strength Design Method of ACI 318-89, Volume 3, Two-way Slabs (ACI 340.4R-91), American Concrete Institute, Detroit, Michigan. ACI Committee 340, 1997. ACI Design Handbook, Design of Structural Reinforced Concrete Elements in Accordance with the Strength Design Method of ACI 318-95 (ACI 340R-97), American Concrete Institute, Detroit, Michigan. ACI Committee 318, 1995. Building Code Requirements for Reinforced Concrete (ACI 318-95) and Commentary (ACI 318R-95), American Concrete Institute, Detroit, Michigan. American Institute of Steel Construction. 1989. Manual of Steel ConstructionAllowable Stress Design. Chicago, Illinois. ASCE, 7-02. ASCE Standard – Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, Reston, Virginia. Bathe, K.J. and E.L. Wilson. 1972. Large Eigenvalue Problems in Dynamic Analysis. Journal of the Eng. Mech. Div. ASCE. Vol. 98, No. EM6, Proc. Paper 9433. December. Computers and Structures, Inc. 2012. Analysis Reference Manual. Computers and Structures, Inc. Berkeley, California. Corley, W. G. and J. O. Jirsa, 1970. Equivalent Frame Analysis for Slab Design, ACI Journal, Vol. 67, No. 11, November. DYNAMIC/EASE2. Static and Dynamic Analysis of Multistory Frame Structures Using. DYNAMIC/EASE2, Engineering Analysis Corporation and Computers and Structures, Inc. Berkeley, California. Engineering Analysis Corporation and Computers and Structures, Inc., DYNAMIC/EASE2. Static and Dynamic Analysis of Multistory Frame Structures Using. DYNAMIC/EASE2, Berkeley, California. REFERENCES 1 Software Verification PROGRAM NAME: REVISION NO.: ETABS 5 Gamble, W. L., M. A. Sozen, and C. P. Siess, 1969. Tests of a Two-way Reinforced Concrete Floor Slab, Journal of the Structural Division, Proceedings of the ASCE, Vol. 95, ST6, June. Guralnick, S. A. and R. W. LaFraugh, 1963. Laboratory Study of a 45-Foot Square Flat Plate Structure, ACI Journal, Vol. 60, No.9, September. Hanson, R.D. 1993. Supplemental Damping for Improved Seismic Performance. Earthquake Spectra, Vol. 9, Number 3, 319-334. Hatcher, D. S., M. A. Sozen, and C. P. Siess, 1965. Test of a Reinforced Concrete Flat Plate, Journal of the Structural Division, Proceedings of the ASCE, Vol. 91, ST5, October. Hatcher, D. S., M. A. Sozen, and C. P. Siess, 1969. Test of a Reinforced Concrete Flat Slab, Journal of the Structural Division, Proceedings of the ASCE, Vol. 95, ST6, June. International Code Council, Inc. 2000. International Building Code. Falls Church, Virginia. International Conference of Building Officials. 1997. Uniform Building Code. Whittier, California. Jirsa, J. O., M. A. Sozen, and C. P. Siess, 1966. Test of a Flat Slab Reinforced with Welded Wire Fabric, Journal of the Structural Division, Proceedings of the ASCE, Vol. 92, ST3, June. Nagarajaiah, S., A.M. Reinhorn and M.C. Constantinou. 1991. 3D-Basis: Nonlinear Dynamic Analysis of Three-Dimensional Base Isolated Structures: Part II, Technical Report NCEER-91-0005. National Center for Earthquake Engineering Research. State University of New York at Buffalo. Buffalo, New York. Paz, M. 1985. Structural Dynamics, Theory and Computations. Van Nostrand Reinhold. PCA, 1990. Notes on ACI 318-89 Building Code Requirements for Reinforced Concrete with Design Applications, Portland Cement Association, Skokie, Illinois. PCA, 1996. Notes on ACI 318-95 Building Code Requirements for Reinforced Concrete with Design Applications, Portland Cement Association, Skokie, Illinois. REFERENCES 2 Software Verification PROGRAM NAME: REVISION NO.: ETABS 5 Peterson, F.E. 1981. EASE2, Elastic Analysis for Structural Engineering - Example Problem Manual. Engineering Analysis Corporation. Berkeley, California. Prakash, V., G.A. Powell and S. Campbell. DRAIN-2DX. 1993. Base Program Description and User Guide. Department of Civil Engineering. University of California. Berkeley, California. Prakash, V., G.A. Powell, and S. Campbell. 1993. DRAIN-2DX Base Program Description and User Guide. Department of Civil Engineering. University of California. Berkeley, California. Przemieniecki, J.S. 1968. Theory of Matrix Structural Analysis. Mc-Graw-Hill. Roark, Raymond J., and Warren C. Young, 1975. Formulas for Stress and Strain, Fifth Edition, Table 3, p. 107-108. McGraw-Hill, 2 Penn Plaza, New York, NY 10121-0101. Scholl, Roger E. 1993. Design Criteria for Yielding and Friction Energy Dissipaters. Proceedings of ATC-17-1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control. San Francisco, California. Vol. 2, 485-495. Applied Technology Council. Redwood City, California. Timoshenko, S. and S. Woinowsky-Krieger, 1959, Theory of Plates and Shells, McGraw-Hill, 2 Penn Plaza, New York, NY 10121-0101. Tsai, K.H., H.W. Chen, C.P. Hong, and Y.F. Su. 1993. Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction. Earthquake Spectra. Vol. 9, Number 3, 505-528. Ugural, A. C. 1981, Stresses in Plates and Shells, McGraw-Hill, 2 Penn Plaza, New York, NY 10121-0101. Vanderbilt, M. D., M. A. Sozen, and C. P. Siess, 1969. Tests of a Modified Reinforced Concrete Two-Way Slab, Journal of the Structural Division, Proceedings of the ASCE, Vol. 95, ST6, June. Wilson, E.L. and A. Habibullah. 1992. SAP90, Sample Example and Verification Manual, Computers and Structures, Inc. Berkeley, California. Wilson, E.L., A.D. Kiureghian and E.P. Bayo. 1981. A Replacement for the SRSS Method in Seismic Analysis. Earthquake Engineering and Structural Dynamics, Vol. 9. Zayas, V. and S. Low. 1990. A Simple Pendulum Technique for Achieving Seismic Isolation. Earthquake Spectra, Vol. 6, No. 2. Earthquake Engineering Research Institute. Oakland, California. REFERENCES 3
Source Exif Data:
File Type : PDF File Type Extension : pdf MIME Type : application/pdf PDF Version : 1.6 Linearized : No Author : Steve Pyle Create Date : 2016:08:23 12:35:55-07:00 Modify Date : 2016:08:23 12:38:10-07:00 Tagged PDF : Yes XMP Toolkit : Adobe XMP Core 4.2.1-c043 52.372728, 2009/01/18-15:08:04 Metadata Date : 2016:08:23 12:38:10-07:00 Creator Tool : Microsoft® Word 2013 Format : application/pdf Title : Contents Creator : Steve Pyle Document ID : uuid:627fa827-6911-4b74-99f1-9a38af40db56 Instance ID : uuid:850f98a4-e8ae-4115-8a0b-56772f030eb7 Producer : Microsoft® Word 2013 Page Count : 3EXIF Metadata provided by EXIF.tools