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                                2.6 SOFTWARE FOR DYNAMIC ANALYSIS

               There is much software available today that will, among other things, perform dynamic
               analyses of typical structural systems such as buildings, bridges, storage tanks, etc. These
               computer programs are based on the Finite Element Method (FEM) for discretizing the
               structure so as to produce a mathematical model which can then be used within the context of
               numerical solution procedures. As one of the earlier programs that was once public domain
               but in the last 15 years is commercially available, we mention the Structural Analysis
               Program (SAP) (SAP 2000, 1997). This program is based on the doctoral work of E.L.
               Wilson at the University of California, Berkeley in the late 1960s when large scale computer
               implementation of the FEM started (Bathe, 1982). The list of computer programs is quite
               extensive, and the interested reader is advised to consult current, general information journals
               in civil engineering (Civil Engineering magazine of the ASCE; New Civil Engineer, magazine
               of the Institution of Civil Engineers) where such software is advertised. In this respect, we
               mention NASTRAN as one of the largest and most complete FEM packages available today,
               while ST A AD/Pro, ANSYS, GT-STRUDL, LUSAS, LARSA, ETABS, IDARC-3D, etc., are
               some of the better known structural analysis and design software packages in the market.
               Finally, it is possible to download special purpose, structural dynamics software from the
               Internet. As example, we mention the numerical integration program NONLIN (NONLIN,
               1997) for the SDOF oscillator, which is capable of capturing material nonlinearity and
               accessible through the MS Windows operating system.



                                                 2.7 REFERENCES

               Anagnostopoulos, S.A., Theodoulidis, N.P., Lekidis, B.A., Margaris, B.N. (1986) ‘The Kalamata 1986
                 Earthquake’, Technical Report No. 86–2 (in Greek), Institute of Technical Seismology and
                 Earthquake Resistant Structures (ITSAK) Publication, Thessaloniki, Greece.
               Argyris, I. and Mlejnek, H.P. (1991) Dynamics of Structures, North-Holland, Amsterdam.
               Bathe, K.J. (1982) Finite Element Procedures in Engineering Analysis, Prentice-Hall, Englewood
                 Cliffs, NJ.
               Biggs, J.M. (1965) Structural Dynamics, McGraw-Hill, New York.
               Chopra, A.K. (1995) Dynamics of Structures: Theory and Applications to Earthquake Engineering,
                 Prentice-Hall, Englewood Cliffs, NJ.
               Civil Engineering, magazine of the American Society of Civil Engineers, 1801 Alexander Bell Dr.,
                 Reston, Virginia, twelve monthly issues per year.
               Clough, R. and Penzien, J. (1993) Dynamics of Structures, 2nd edn, McGraw-Hill, New York.
               Craig, R.R. (1981) Structural Dynamics, John Wiley, New York.
               New Civil Engineer, magazine of the Institution of Civil Engineers, 1 Great George Street, London,
                 twenty-five biweekly issues per year.
               Newmark, N.M. and Rosenblueth, E. (1971) Fundamentals of Earthquake Engineering, Prentice-Hall,
                 Englewood Cliffs, NJ.
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