REF ERE N C E S

CHAPTER 1

[1] Poceski A., "Teorija na konstrukciite", Gradezen Fakultet, Univer-zitet Kiril i Metodij, Skopje, 1986.

[2] Poceski A., "From deformation to mixed and hybrid formulation of the finite element method", J. Theor.App.Mechanics, Yug. Society of Mechanics, Belgrade, 1979, No.5.

[3] Timoshenko S., Goodier J., "Theory of elasticity", McGraw-Hill, 1951.

[4] Washizu K. , "Variational methods in elasticity and plasticity", Pergamon press, 1975.

CHAPTER 2

[1] Adini A., Clough R., "Analysis plate bending by the finite element method", Rept. to National Sci. Foundation, 1961.

[2] Adini A., "Analysis of shell structures by the finite element method", ph. D. Dis. Dept. Civil Eng. Univ. of California, Berkeley 1961.

[3] Atluri S., Tong P., Murakava H., "Recent studies in hybrid and mixed finite element methods in mechanics", Conf. Hybrid and Mixed M, John Wiley, 1983, 51-71.

[4] Argiris J., "Triangular elements with linearly varying strain for the matrix displacement method", J.Royal Aero. Sci. Tech. Note, 69. 711-13.

[5] Argiris J., "Matrix analysis of three-dimensional elastic media -small and large displacements", AIAA J.3, 1965, 45-51.

[6] Ashwell D., Sabir A., "A new cylindrical finite element based on simple independent functions", Dept. Civil Eng. Univ. Wales, Cardiff 1971.

[7] Backlund J., "Limit analysis of reinforced concrete slabs by a finite element method", Chalmers Tech. Hog Sc. Goteborg, 1972.

[8] Backlund J., "Mixed finite element analysis of plates in bending", Chalmers Tech. Hog Sc.Goteborg, 1972.

[9] Bogner F., Fox R., Schmit L., "A cylindrical shell discrete element", AIAA J.5, No.4, 1967.

[10] Cantin G., Clough R., "A curved cylindrical shell discrete element", AIAA J.6, No.5, 1968

[11] Clough R., "The finite element method after twenty-five years, a personal. view". Eng. Appication of the FEM, Vol. 1., A. S. Computas, Novik, Norway 1981, 1-31.

[12] Clough R., "The finite element method in plane stress analysis", Proc. 2nd ASCE Conf. Electronic Comp., Pitsburg 1960.

[13] Clough R., Tocher J., "Finite eiement stiffness matrices for analysis of plate bending", Conf.Matrix Meth. Str. Mechanics, Wright Patterson AFB, Ohio, 1965.

[14] Clough R., Felipa C., "A refined quadrilateral element for analysis of plate bending", AFF-TR-68-150, 1968.

[15] Clough R. , "Comparision of three-dimensional finite elements" Symp. Application of FEM in Civil Eng. Nashville, Ten. 1969.

[16] Cook R., "Some elements for analysis of plate bending", Proc.ASCE 98, No. EMS, 1972, 1453-70.

[17] Connor J., Will D., "A mixed finite element shallow shell

337

[17] Connor J., Will D., "A mixed finite element shallow shell formulation", Matrix Meth. Str. Anal. Design, Univ. Alabama, 1971, 105-137.

[18] Cowper G., Lindberg G., Olson M., "A shallow shell finite element of thriangular shape", Int. J.Solids Str. 6,1970, 1133.

[19] Felipa C., "Refined finite element analysis of linear and non-linear two-dimensional structures", Univ. of California, Berkeley, str. Eng. Lab., Rep. SESM 66-22, 1966.

[20] Herrmann L., "A bending analysis of plates, Proc. Conf. Matrix. Meth. Str. Mech., Wright Patterson AFB, Ohio 1965.

[21] Herrmann L., "Finite element bending analysis of plates", ASCE 93, No.EM5, 1967.

[22] Holand I., Bergan P., "Higher order finite element for plane stress", ASCE 94, No. EM2, 1968.

[23] Irons B., Zienkiewicz 0., "The isoparametric element system, a new concept in finite element analysis", Conf. Recent Advances in Stress Anal., J.B.C .. A., Royal Aero, Soc. London 1968.

[24] Irons B., "Engineering application of numerical integration in stiffness method" AIAA J.4, 1966.

[25] Irons B., Ahmad S., "Techniques of finite elements", Ellis Horwood, John Wiley, New York 1980.

[26] Kantorovie L., Krilov V., "Priblizennie metodi visego analiza", Gos.Izd.Teh. Lit., Moskva 1950.

[27] Kokalanov G., Poceski A., "Proraeun stabilnosti ploea primenom mesovitog metoda konaenih elemenata", II Jug. Simp. MKE, Maribor 1979.

[28] Kokalanov G., "Mesoviti izoparametriJski elementi za analiza na ploei", Dokt. Dis., Gradezen Fakultet, Skopje 1983.

[29] Kokalanov G., "Mesoviti konaeni elementi za analizu plo~a", 16 Jug. Kon. Teor. Prim. Mehanike, Beeici 1984, C7, 361-68.

[30] Melosh R., "Basis for derivation of matrices by the direct stiffness method", AIAA J.1, 1963, 1931.

[31] Oden J., Reddy J., "Some observations on properties of certain mixed finite element approximations", Int. J.Num. Meth. Eng. Vol. 9. No4., 1975, 933-38.

[32] Pian T., Tong P., Basis for finite element methods for solid continua", Int. J. Num. Meth. Eng. Vol. 1 1969, 3-28.

[33] Poceski A., "From deformation to mixed and hybrid formulation of the finite element method", J. Theor. Appl. Mechanics, No.5, Belgrade 1979.

[34] Poceski A., Simonee V., "Metodot na koneeni elementi i hegovata primena", Gradezen fakultet, Skopje 1972.

[35] Poceski A., "A mixed finite element method for bending of plates", Int. J.Num. Meth. Eng. Vol. 9.No.1, 1975, 3-15.

[36] Poceski A., "Me{ovit metod na kone~ni elementi (111)", 12 Jug. Kon. Teor. Prim. Mehanike, Ohrid 1974.

[37] Poceski A., "Teorija na konstrukciite", Gradezen fakultet, 1986. [38] Poceski A., "A new approach for development of finite elements",

J. Theor. App. Mechanics, No.8, Belgrade 1982, 111-18. [39] Poceski A., "Kritieki osvrt na osnovne postavke metoda konaenih

elemenata", 16 Jug. Kon. Teor.Prim.Mehanike, Beeici 1984 (pozvani referat) .

338

[40] Poceski A., Kokalanov G., "Me{ovit element za analiza na debeli

plo~i", 16 Jug. Kongres Teor. Prim. Meha.lika, Betici, 1984, r:::7, 369-376.

[41] Poceski A., Kokalanov G., "Me{oviti ravninski kona~ni elementi ", 16 Jug. Kongres Teor.Prim.Mehanika, Be~i}i 1984, C7, 353-360.

[42] Poceski A., Kokalanov G., "Plo~i ravninska sostoJba na napreganJata", Grade'en fakultet, Skopje 1982, izv.2.4.

[43] Poceski A., Kokalanov G., "Mixed plate bending elements", Int. Conf.Computer aided anal. Design Concrete Str.part I, Split 1984, Pineridge press, 721-34.

[44] Poceski A., Kokalanov G., "Mixed plane stress finite elements", Int.Conf.Comp. Aided Anal. Design Concrete Str. Split 19~4, part I, Pineridge press, 707-19.

[45] Poceski A., Kokalanov G., "Lu{pi-primena na mesovitiot metod na kone~ni elementi" , Grade~en fakultet, Skopje 1986, izv.2.5.

[46] Prato C., "A mixed finite element method for thin shell analysis", ph. D. Th. Dept. Civil Eng. MIT, 1968.

[47] Prato C., "Shell finite element method via Reissner's principle", Int.J.Solids Str. 5, 1969. 1119.

[48] Przemieniecki J., "Theory of matrix structural analysis", Mcraw-Hill, 1968.

[49] Sekulovic M., "Metod konacnih elemenata", GradJevinska knJiga, Beograd 21984.

[50] Sekulovic M., "Osnovi metode konacnih elemenata", drugi seminar, MKE i prora~unu in'. konstrukciJa, GradJevinski Fakultet, Beograd, 1982, 208.

[51] Stankovic D., "Metod konaenih elemenata plota", Dr. Dis. , GradJevinski fakultet Ni{, 1980.

[52] Stankovi} D., Poceski A., "Neka pobolJ{anJa u me{ovitom metodu kona~nih elemenata za analizu ploca", 15. Jug. Kongres Teor. Prim. Mehanike, Kupari 1981.

[53] Timoshenko S., Voinovski-Kriger S., "Theory of plates and shells", McGraw-Hill, 1959.

[54] Tocher J., Hartz B., "High-order finite element for plane stress", ASCE 93, No.EM4, 1967.

[55] Turner M., Clough R., Matrin H., Topp L., "Stiffness and deflection analysis of complex structures", J. Aeronaut, Sci. 23, No.9, 1956, 805-23.

[56] Wunderlich W. , "Mixed models for plates and shells: Principles-elements-examples", Int.conf. Hybrid and Mixed Methods, John Wiley, 1983, 215-41.

[57] Zienkiewicz 0,., Taylor R., Too J., "Reduced integration technique in general analysis of plates and shells", Int. J. Num. Meth. Eng. Vol.3, 1971, 275-90.

[58] Zienkiewicz 0., Irons B., Ergatoudis J., Ahmad S., Scott F., "Isoparametric and associated element family for two-and three-dimensional analysis", FEM in Stress AnalysiS, Tapir 1969.

CHAPTER 3

[1] Bolot in B., "Dinami~eskaJa ustoJ~i vost uprugih sistem" , Moskva, 1956.

[2] Clough R., Penzien J., "Dynamics of structures", McGraw-Hill, 1975 [3] Demidovich B., Maron I., "Osnovi vicislitelJnoJ matematiki ",

339

Nauka, Moskva 1966, 255-56. [4] Gorbunov-Posadov M., "Ras~e konstrukcij na uprugom osnovanii", Strojizdat, Moskva 1975.

[5] Hicks G., "Finite element buckling analysis", ASCE 93, No.St6,1967, 71-86.

[6] Mallett R., Marcal P., "Finite element analysis of nonlinear structures", ASCE 94,No.St9, 1968, 2081-105.

[7] Kokalanov G., "Analiza na ploci po me{ovitiot metod na konecni elementi", Gradezen Fakultet, Skopje 1978.

[8] Kokalanov G., Poceski A., "Proracun stabilnosti ploca primenom mesovitog metoda konacnih elemenata", II Jug. Simp. Metod Kon. Elem., Maribor 1979.

[9] Poceski A., Kokalanov G., "Neprekinati gredi, primena na MKE",Gradezen fakultet, Skopje 1979, Izv. 2.1.

[10] Poceski A., Kokalanov G., "Greda na elasti~na podloga, primena na MKE", Gradezen Fakultet, Skopje 1980, Izgv. 2.2.

[11] Poceski A., "Greda na elasticnoj podlozi", Nase Gradjevinarstvo No.4, Beograd 1982.

[12] Poceski A., Kokalanov G., "Primena mesovitog metoda kona~nih elemenata za analizu grednih sistema", II Jug. Simp. Metod Kon. Elem., Maribor 1979.

[13] Poceski A., "Teorija na konstrukciite", Gradezen Fakultet, Univ.Kiril i Metodij, Skopje 1986.

[14] Poceski A., "On the coupled action of the vertical and horizontal forces on frames", Int. Conf.Num.Methods for Non-linear Prob. Vol.3, Pineridge press, 1986, 578-91.

[15] Timoshenko S., "Theory of elastic stability", McGraw-Hill, 1936

CHAPTER 4

[1] Backlund J., "Limit analysis of reinforced concrete slabs by a fini te element method", Chalmers Tech. Hog. Sk. Goteborg, 1972.

[2] Bell A., "A refined thriangular plate bending finite element", Int. J.Num. Meth. Eng. Vol. 1,No.l, 1969.

[3] Chang-Chun Wu, "Some problems of a plate bending hybrid model with shear effects", Int. J. Num. Meth. Eng. Vol. 18, 1982, 755-64.

[4] Clough R., Tocher J., "Finite element stiffness analysis of plate bending, Conf. Matrix Meth.Str.Anal, Wright Patterson AFB, Ohio, 1965.

[5] Clough R., Felipa C., "A refined quadrilateral element for analysis of plate bending", AFFDL-TR-68-150, 1968.

[6] Cook R., "Some elements for analysis of plate bending", Proc. ASCE 98, No.EM6, 1972.

[7] Gopalacharyulu S., "A higher-order conforming rectangular plate element", Int. J.Num. Meth.Eng.6,No.2,1972,

[8] Herrmann L., "A bending snalysis of plates", Conf. Matrix Meth. Str. Anal. Right Patterson AFB, Ohio, 1965,

[9] Herrmann L., "Finite element bending analysis for plates", Proc. ASCE 93, No. EMS, 1967.

[10] Kantorovic L., Krilov V., "Pribl izonnie metodi vcsego analiza", Gos.Izd.Teh. Lit., Moskava 1950.

[11] Kokalanov G., "Anal iza na plo~i po mesovi tiot metod na konecni elementi", Grade 'en Fakultet, Skopje 1978, magistetrski rad.

[12] Kokalanov G., Poceski A., "Proracun stabi lnost i ploca primenom mesovitog metoda konacnih elemenata", II Jug. Simp.MKE, Maribor 1978.

340

[13] Kokalanov G., "Mesoviti izoparametriJski elementi za analiza na ploei", Dr. Dis., Grade~en Fakultet, Skopje 1983.

[14] Kokalanov G., "Mesoviti kona~ni elementi za analizu ploea", 16 Jug. Kon. Teor. Prim. Mehanike, Be~i}i 1984, C1.361-68.

[15] Kokalanov G., Poceski A., Stankovic D., "Anal iza na bezgredni ploei", 15 JUg. Kon. Teor. Prim. Mechanike, Kupari 1981.

[16] Poceski A., "Mesovit metod na koneeni elementi (II!)", 12. Jug. Kon.Teor.Prim. Mechanike, Ohrid 1914.

[11] Poceski A., A mixed finite element method for bending of plates", Int. J.Num. Meth. Eng. 9, No. 1,1915, 3-15.

[18] Poceski A., "From deformation to mixed and hydrid formulation of the finite element method", J. Theor. Appl. Mechanics, No.5, Belgrade 1919.

[19] Poceski A., "Novi koncept u metodu konaenih elemenata", Simp.Softwer Hardwer Str. Anal.Proekt. Beograd 1980,150-12.

[20] Poceski A., Kokalanov G., "Vitkanje na plo i primena na MKE, Grade 'en Fakultet, Skopje 1981, Izv. 2.3.

[21] Poceski A., Kokalanov G., "Mesovit metod za analiza na debeli ploei", 16 jug. Kon.Teor. Prim. Mehanike, Beeici 1984, C1, 369-16.

[22] Poceski A., Kokalanov G., "Mesovi ti ravninski konaeni elementi", 16 Jug. Kong. Teor.Prim. Mehanike, Beeici 1984, C1, 353-60.

[23] Poceski A., "Kritieki osvrt na osnovne postavke metoda konaenih elemenata", 16 Jug. Kon. Tror. Prim. Meh., Be~i} i 1984 (pozvani ref. ).

[24] Poceski A., Kokalanov G., "Mixed plate bending elements", Int. Conf. Computer Aided Anal. Design Concrete Str. Part i, Split 1984, Pineridge press, 121-34.

[25] Poceski A., "On the deformation shape function in the finite element method", GAMM tagung, Dubrovnik 1985.

[26] Poceski A., "The direct method of development of finite elements", J.Theor, App. Mechanics, Belgrade 1985, No.11.

[21] Poceski A., "On the numerical solution of the Bihamonic equation", GAMM Tagung 1982, 2AMM Band 63,1983, T 369-72.

[28] Pryor Ch., Baker R., Frederick D., "Finite element bending analysis of Reissner plates", ASCE 96, No.EM6, 1910, 961-83.

[29] Przemieniecki J., "Theory of matrix structural analysis", McGraw-Hill, 1968.

[30] Rao G. et al., ": A high precision triangular plate bending elements for analysis of thick plates", Nucl, Eng. Design 30, 1914, 408-412.

[31] Razzaque A., "Program for triangular bending elements with derivative smooting" Int.J. Num. Meth.Eng. 6, 1913, 333-43.

[32] Schmit L., Bogner F., Fox L., "Generation og interelement compatable stiffness and mass matrices by use of interpolation formula", Conf. Matrix Meth. Str. Anal. Wright Patterson AFB, Ohio 1965.

[33] Sekulovic M. "Metod konaenih elemenata", Gradjevinska knjiga, Beograd, 1984.

[34] Stankovic D. Metod konaenih elemenata ploea", Dr. Dis. Gradjevinski Fakultet Ni{, 1980.

[35] Stankovic D., Poceski A., "Neka poboljcanja u me{ovitom metodu konaenih elemenata", 15 Jug. Kon. Teor. Prim. Mehanike, Kupari 1981.

[36] Timoshenko S., Voinovski-Kriger S., "Theory of plates and shells", McGraw-Hill, 1959.

341

[37) Wunderlich W., "Mixed models for plates and shells: Principles-elements-examples", Int.Conf.Hybrid and mixed FEM, Johm Wiley 1983,215-41.

CHAPTER 5

[1) Bazant Z., "Numerical simulation of progresive fracture in concrete structures: recet developments", Int. Conf. Computer-aided Anal. Design Concrete Str., Split 1984, Pineridge press, I, 1-17.

[2) Bergan P., "Some aspects of interpolation and integration in non-linear finite element analysis of reinforced concrete structures", Int.Conf.Comp.Aided Anal. Des. Con. Str. , Split 1984, 301-16.

[3) Brebia C., Connor J., "Fundamentals of finite element techniques for structural engineers", Batterworths 1973.

[4) Felipa C., "Refined finite element analysis of linear and nonlinear two-dimensional structures", Univ. of California, Berkeley, Str.Eng.Lab., Rep. SESM 66-22, 1966.

[5) Holland 1., Bergan P., "Higher-order finite element for plane stress", ASCE 94, NO.M2, 1968, disc. 698-702.

[6) Kokalanov G., "Mesoviti izoparametrijski elementi za analiza na ploci", Dr. Dis., Grade'en Fakultet, Skopje 1983.

[7) Poceski A., "Kriti~ki osvrt na osnovne postavke metoda kona~nih elemenata", 16 Jug. Kon. Teor. Prim. Meh. , Be~i} i 1984 (pozvani referat) .

[8) Poceski A., Kokalanov G. , napreganjata, primena na MKE", Izv. 2.4.

"Ploci-ramninska Gradezen Fakultet,

sostojba na Skopje 1982,

[9) Poceski A., Kokalanov G., "Mesoviti ravninski konacni elementi", 16 Jug. Kon. Teor. Prim. Mehanike, Becici 1984, C7, 353-60.

[10) Poceski A., Kokalanov G., "Mixed plane stress elements", Int. Conf. Compo aided Anal. Design Concrete Str. Split 1984, Pineridge press part I, 707-19.

[11) Poceski A., "The direct method of development of finite elements" J. Theor. App. Mechanics, Belgrade 1985, No.11.

[12) Prelog E., "Metoda kona~nih elementov", Fakultet za arhitekturo, gradbeni{tvo in geodezijo", Ljubljana 1975.

[13) Rots J., Kusters G., Blaauwendraad J., "The need for fracture mechanics options in finite element models for concrete structures", Int. Conf. Compo Aided Design Concrete Str: Split 1984, Pineridge press I, 19-32.

[14) Tocher J, Hartz B., "Higher-order finite element for plane stress", ASCE 93, No.EM4, 1967.

[15) Willson E., Taylor R., Doherty W., Chaboussi J., "Incompatable displacement models", Proc.O.N.R. Conf. on Num. Meth. Urbana, 111,1971.

CHAPTER 6

[ 1) Ahmad S., Irons B. Zienkiewicz 0., "Analysis shell structures by curved elements", Int. 2, No.3, 1970.

of thick and J. Num. Meth.

thin Eng.

342

[2] Ashwell D., Sabir A., "A new cylindrical shell finite element based on simple independent strain funcions", Int.J.Mech,Sci, 14., 1971, 171.

[3] Bathe K., Ho L. W., "A simple and effective element for analysis of general shell structures", J. Computers and Str. 13, 1981, 673-81.

[4] Bogner F., Fox R., Schmit L., "A cylindrical shell discrit element AIAA J.5, No, 4, 1967.

[5] Brebia C., Connor J., "Stiffness matrix for shallow rectangular shell element", Proc. ASCE 93, No.EM5, Oct. 1967, 43-65.

[6] Galager R., "Problems and progress in thin shell finite element analysis, "(D. Ashwell and R. Galager editors), John Wiley 1976, 1-39.

[7] Cantin G., Glough R., "A curved cylindrical-shell finite element" AIAA J.6, 1968,1057.

[8] Clough R., Johnson C., "Afinite element approximation for analysis of thin shells", Int. J. Solids Str.4, 1968, 43.

[9] Connor J., Brebia C., : Stiffness matrix for shallow rectangular shell element", ASCE 93, No. EM5, 1967, 43-65.

[10] Cowper G., Lindberg G., Olson M., "A shallow shell finite element of triangular shape", Int. J.Solids Str. 6,1970,1133.

[11] Dvorkin E., Bathe K., "A continuum mechanics based fournode element for general nonlinear analysis", J.Engineering Computations Vol.1, No, No. 1, 1984.

[12] Elias Z., "Mixed finite element method for axi-symmetric shells", Int.J.Num.Meth.Eng.4,No.2,1972.

[13] Ergatoudis J., Irons B., Zienkiewicz 0., "Three-dimensional analysis of arch dams and their foundations", The Inst. Civil Eng. London 1968.

[14] Jones R., Strome D., "Direct stiffness method of analysis utilizing cirved elements", AIAA J.4, No.9, 1966.

[15] Kojic M., Slavkovie R., Micie ., "Moguenost analiti~ke integracije po debljini u slucaju izoparametrijskog konacnog elementa ljuske za geometrijski nel inearnu analizu", 16 Jug. Kon. Teor. Prim. Meh. , Be~i}i 1984, C5, 51-58.

[16] Poceski A., "A mixed shell finite element", National Conf. Cheskoslovak Soc. Mech. , Novi Smokovec, Chehoslovakia, 1985.

[17] Poceski A., Kokalanov G., "Lu{pi-primena na me{ovitiot metod na kone~ni elementi", Grade 'en fakultet, Skopje, 1986. Izv.2.5.

[18] Prato C., "Shell finite element method via Reissner's principle", Int.J.Solids Str.5, 1969, 1119-33.

[19] Prokofjev I., "Teorija konstrukcija" I, Gradjevinska knjiga, Beograd, 1966, 256-59.

[20] Savie V., "Mesoviti metod konacnih elemenata za anallzu ljuski", Dr. Dis. Tehnicki fakultet Pristina, 1986.

[21] Talaslidis D., Wempner G., "A simple finite element for elastic-plastic deformations of shells", Compo Meth. App. Mech. Eng. 34, 1982, 1051-64.

[22] Talaslidis D., Wunderlich W., "Static and dynamic analysis of Kirchhoff shells based on a mixed finite element formulations", J.Comp. Str. 10,1979,239-49.

[23] Utku S., "Stiffness matrices for thin thriangular elements of non-zero Gaussian curvature", AIAA J.5, No.9, 1967.

343

CHAPTER 7

[11 Argiris J. , "Matrix analysis of three-dimensional elastic media,-small and large deflections", AIAA J.3, 1965,45-51.

[2] Clough R., "Comparision of three-dimensional finite elements", Conf. Appl. Finite EI. Meth. Civil Eng., Nashville, Ten. 1969, 1-26.

[3] Cheng-Chun W., "Some problems of a plate bending hybrid model with shear effects", Int. J. Num. Meth. Eng. 18,1982,755-64.

[4] Ergatoudis J., Irons B., Zienkiewicz D., "Three-dimensional analysis of arch dams by a finite element method", The Inst. Civil Eng., 1968.

[5] Fjeld S., "Finite element method in three-dimensional theory of elasticity", Div.Str.Mechanics, Tech. Univ. Norway, Trondheim, 1968.

[6] Hinton E., Adbel Rahman H., Anderson H., "Computer-aided analysis of reinforced concrete slab and box-girder bridge decks", Int. Conf.Comp.aided Anal.Design Concrete Str., Split 1984, part I, Pieneridge press, 487-507.

[7] Irons B., Ahmad S., "Techniques of finite elements", Ellis Horwood Ltd, John Wiley, 1980.

[8] Prior Ch., Baker R., Frederick D., "Finite element bending analysis of Reissner plates", ASCE 90, No.EMB,1970, 967-83.

[9] Ramm E., Kompener E., "Reinforced concrete shell analysis using an inelastic large deformation finite element formulation", Int. Conf. Comp. aided Anal. Deisign Conc.Str. Split 1984, part I, Pineridge pres.

[10] Rao G.et aI, "A high precision triangular plate bending elements for analysi of thick plates", Nuc. Eng. Des. 30, 1974, 408-412.

[11] Sekulovic M., "Metod konacnih elemenata", Gradjevinska knJiga, Beograd 1984.

[12] Zienkiewicz D., Irons B., Ergatoudis J., Ahmad S., Scott F., "Isoparametric and associate element families for two and three-dimensional analysis", FEM Str. Anal. TAPIR, Teckn, Univ. Norway, Trondheim, 1969.

CHAPTER 8

[1] Atluri S., Tong P., Murakawa H., "Recent studies in hybrid and mixed finite element methods in mechanics", Int. Conf. Hybrid Mixed FEM, John Wiley 1983,3,51-71.

[2] Bazant Z., "Numerical simulation of progresiv fracture in concrete structures: Recent developments", Int. Con.Comp.aided Anal.Design Concrete Str., Split 1984, Pineridge press, part I, 1-18.

[3] Bergan P. , "Some aspects of intepolation and integration in non-liner finite element analysis of reinforced concrete structures", Int.Conf.Comp.Aided Anal. Des. Com. Str. , Split 1984, Pineridge press, part 1,301-16.

[4] Berkovic M., Draskovic Z., "Stress continuty in the finite element analysis", Fourth World Congres on FEM, Sept. 1984.

[5] Berkovic M., Draskovic Z., "An efficient solution procedure in mixed finite element analysis", Proc. NUMETA'85 Conf., Swansea, 1985,625-634.

[6] Bt}ant} N., Sture S., Hurlbut B., Day S., "On the prediction of peak and postpeak behaviour of concrete structures",

344

In.Conf.Comp.Aided Anal. Des. Conc.Str., Split 1984, Pineridge p.I, 245-259.

[7] Casadei F., Donea J., Halleux J., Lamain L., "Some experiences with shell analysis", Int.Conf.Num.Meth.Non-linear Prob., Dubrovnik 1986.

[8] Cervera M., Hinton E., Hassan 0., "Recent developments in the non-linear analysis of reinforced concrete structures using three-dimensional finite element models", Int. Conf. Num. Meth. Non-linear Prob., Dubrovnik 1986, 323-343.

[9] Clough R., The finite element method after twenty-five years, a personal view", Eng.Appl.of FEM, Vol.1, A.S.Computas Novik, Norway 1981, 1-31.

[10] Damjanie F., Owen D., "Practical considerations for modeling of postcracking concrete behaviour for finite element analysis of reinforced concrete structures", Int. Conf. Co, mp. Aided Anal. Des. Conc.Str., Split 1984, Pineridge press, I, 693-706.

[11] Draskovie Z., Berkovi}., "Kontinualnost napona u metodama kona-nih elemenata", 16 Jug.Kon.Teor.Prim.Mehanike,Be-i}i 1984, C7, 249-56.

[12] Dvornik J., Radie D., "Determiation of optimal reinforcement in arbitrary cross sections", Int.Conf.Comp.Aided Anal, Des. Concrete Str., Split 1984, Pineridge press, part II, 747-60.

[13] Hellen T., Blackburn W., "Non-linear fracture mechanics and finite elements", Int. Conf. Num. Meth. Non-linear Prob., Dubrovnik 1986, 3-40.

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