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“Computational Civil Engineering 2005”, International Symposium 191References[1] Kim, Y.R., Little, D.N. One dimensional constitutive modelling of asphalt concrete., J EngngMech 1989; 116(4) pp 751-771.[2] Van de Loo, PJ. The creep test, a key tool in asphalt mix design and in the prediction ofpavement rutting., Proc Assoc Asph Pav Tech 1978; 47 pp 522-557.[3] Bonnier, P.G. Testing modelling and numerical analysis of the mechanical behaviour ofbituminous concrete., PhD thesis, Delft University of Technology, The Netherlands, 1993.[4] Judycki, J. Non-linear viscoelastic behaviour of conventional and modified asphaltic concreteunder creep., Mater and Struct 1992; 25 pp 95-101.[5] Drescher, A., Kim, J.R., Newcomb, D.E. Pavement deformation in asphalt concrete., J Mater CivEngng 1993; 5(1) pp 112-128.[6] Florea, D. Associated elastic/viscoplastic model for bituminous concrete, Int J Engng Sci 1994;32(1) pp 79-86.[7] Sides, A., Uzan, J., Perl, M. A comprehensive viscoelastoplastic characterization of sand-asphaltcompressive and tensile cyclic loading., J Test Evaluat 1985; 13(1) pp 49-59.[8] Desai, C.S., Zhang, D. Viscoplastic model for geological materials with generalized flow rule., IntJ Num Meth in Geomech 1987; 11 pp 603-620.[9] Zienkiewicz, O.C., Cormeau, I.C. Visco-plastic – plasticity and creep in elastic solids – a unifiednumerical solution approach., Int J Num Meth Engng 1974; 8 pp 821-845.[10] Zienkiewicz, O.C. The finite element method, 3rd ed., London: McGraw-Hill, 1977; pp 450-496.[11] Barksdale, R.D. A nonlinear theory for predicting the performance of flexible highwaypavements., Hwy Res Rec 1970; 337 pp 22-39.[12] Goacolou, H. Calculation of the rutting of structures – CASTOR program method for predictionof permanent deformations in asphaltic structures., In: Proc 6th Int Conf Struct Des Asp Pay, 1987;pp 191-199.[13] Perzyna, P. Fundamental problems in viscoplasticity. In: Advanced Applied Mechanics., NewYork: Academic Press, 1966; 9 pp 243-377.[14] Thompson, M.R., Nauman, D. Rutting rate analyses of the AASHO road test flexiblepavements., Trans Res Rec 1993; 1384 pp 36-48.
“Computational Civil Engineering 2005”, International SymposiumIaşi, România, May 27, 2005AutoLISP Automated Drawing Programming under AutoCADMircea Petrina 1 , Roxana Balc 2 , Cristian Ciplea 3 , and Marchis Ciprian 31 Professor, Technical University, Cluj-Napoca, 3400, Romania2 Assistant, Technical University, Cluj-Napoca, 3400, Romania3Student, Technical University, Cluj-Napoca, 3400, RomaniaSummaryThe AutoLISP program that is presented in this paper has the purpose to generateand draw reinforcement tables into AutoCAD drawings, using the informationgiven by the user. AutoLISP is a programming language that can substantiallyenhance user’s productivity by automating often used or repetitive tasks.KEYWORDS: reinforcement table, AutoLISP, AutoCAD, drawing, programming,automated.1. INTRODUCTIONAutoLISP is a programming language that can substantially enhance user’sproductivity by automating often used or repetitive tasks. An AutoLISP routinegives complete control of its interaction with the user and what it does once it isloaded.LISP stands for LISt Processing. AutoLISP expressions can be typed at thecommand line in response to prompts or can be saved to a file to be loaded andused when needed. AutoLISP offers wide and varied possibilities for shortcuts.Best of all, AutoLISP can be customized to any level of complexity.2. PROGRAM DESCRIPTIONThe AutoLISP program that is presented in this paper has the purpose to generateand draw reinforcement tables in AutoCAD drawings, using the data given by theuser. This program has three important parts :A. AutoLISP function “MARCA”A. AutoLISP function “MARCA”B. Fortran Program “Sort”C. AutoLISP function “TABLE”By using this function, the user is guided step-by-step to give the followinginformation: scale of the AutoCAD drawing, element name, for which the user
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