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References 679 326. Grill, H.: An object oriented programming system for discrete and continuous structural optimization using distributed evolution strategies (in German). Dis- sertation, Institut f¨ur Konstruktiven Ingenieurbau, Ruhr-Universit¨at Bochum, Germany (1997) 327. Groce, P.: Background to fatigue load models for Eurocode 1: Part 2 Traffic loads. Prog. Struct. Eng. Mater. (2001) 328. Gu, J., Ma, Z D., Hulbert, G.M.: A new load-dependent Ritz vector method for structural dynamic analyses: quasi-static Ritz vectors. Finite Elements in Analysis and Design 36, 261–278 (2000) 329. Gudehus, G.: Bodenmechanik. In: Mehlhorn (ed.) Der Ingenieurbau, pp. 215– 519. Ernst und Sohn (1995) 330. Gupta, R.K.: Dynamic loading of highway bridges. Journal of the Engineering mechanics Division, ASCE, EM2 (1980) 331. Gupta, R.K., Traill-Nash, R.W.: Bridge dynamic loading due to road surface irregularities and braking of vehicle. Earthquake Engineering and structural dynamics 8 (1980) 332. Gurson, A.L.: Continuum theory of ductile rupture by void nucleation and growth: Part I - yield criteria and flow rules for porous ductile media. Journal of Engineering Materials and Technology 99, 2–15 (1977) 333. Guyan, R.J.: Reduction of stiffness and mass matrices (simultaneous stiffness and nondiagonal mass matrix reduction in structural analysis). AIAA Jour- nal 3, 380 (1965) 334. Hackl, K., Peters, M.: An investigation of the accuracy of the eXtended Finite Element Method. Int. J. Numer. Meth. Eng. (submitted) 335. Haftka, R.T., G¨urdal, Z., Kamat, M.P.: Elements of Structural Optimization. Kluwer Academic Publishers, Dordrecht (1993) 336. Hallam, M.W.: The behaviour of stud shear connectors under repeated load- ing. Research Report R281, School of Civil Engineering, University of Sydney (1976) 337. Ham, F.E., Lien, F.S., Strong, A.B.: A cartesian grid method with transient anisotropic adaptation. Journal of Computational Physics 179, 469–494 (2002) 338. Han, C S., Wriggers, P.: An h-adaptive method for elasto-plastic shell prob- lems. Computer Methods in Applied Mechanics and Engineering 189, 651–671 (2000) 339. Han, D.J., Chen, W.F.: On strain-space plasticity formulation for hardening- softening solids. Journal of Solids and Structures 22, 935–949 (1986) 340. Hansen, N.: Verallgemeinerte individuelle Schrittweitenregelung in der Evolu- tionsstrategie. PhD thesis, TU Berlin, Germany (1998) 341. Hanswille, G.: Zum Nachweis der Erm¨udung von Verbundtr¨agern nach Eu- rocode 4. Stahlbau 63 (1994) 342. Hanswille, G.: ECSC Research Project: Use of High Strength Steel S460, Chap- ter 5 – Composite beams made of high strength steel and normal strength concrete / Chapter 9.2 - Fatigue of shear studs with diameter 25 mm, Final Report. Bergische Universit¨at Wuppertal (2000) 343. Hanswille, G., Jost, K., Trillmich, R., Schmitt, C.: Experimentelle Un- tersuchungen zur Tragf¨ahigkeit von Kopfbolzend¨ubeln mit großen Schaft- durchmessern. Stahlbau (7) (1998) 344. Hanswille, G., Lippes, M.: Einsatz von hochfesten St¨ahlen und Betonen bei ausbetonierten Hohlprofil-Verbundst¨utzen. AIF-Forschungsprojekt Nr. 14196 N (2007) 680 References 345. Hanswille, G., Porsch, M.: Zur Festlegung der Tragf¨ahigkeit von Kopf- bolzend¨ubeln in Vollbetonplatten in DIN 18800-5 und EN 1994-1-1. Schriftreihe des Institut f¨ur Konstruktiven Ingenieurbau, Ruhr-Universit¨at Bochum, Festschrift Prof. Kindmann, Bochum (September 2007) 346. Hanswille, G., Porsch, M.: Lifetime oriented design concepts of steel-concrete composite structures subjected to fatigue loading. In: Engineering Foundation Conferences, Composite Construction VI, USA, Colorado (July 2008) 347. Hanswille, G., Porsch, M.: Metallurgische Untersuchungen an Schweiß- nahtverbindungen von Kopfbolzend¨ubeln, Forschungsprojekt: Modellierung von Sch¨adigungsmechanismen zur Beurteilung der Lebensdauer von Verbund- konstruktionen aus Stahl und Beton. Institut f¨ur Konstruktiven Ingenieurbau, Heft 11, Bergische Universit¨at Wuppertal (July 2008) 348. Hanswille, G., Porsch, M.: Modellierung von Sch¨adigungsmechanismen zur Beurteilung der Lebensdauer von Verbundkonstruktionen aus Stahl und Be- ton, SFB 398, Projekt C8. Abschlussbericht, Ruhr-Universit¨at-Bochum (Juli 2008) 349. Hanswille, G., Porsch, M.: Versuchsbericht ¨uber die Durchf¨uhrung von 36 Push-Out-Versuchen und 2 Tr¨agerversuchen (F¨orderzeitraum 2005 - 2007), Forschungsprojekt: Modellierung von Sch¨adigungsmechanismen zur Beurteilung der Lebensdauer von Verbundkonstruktionen aus Stahl und Be- ton. Institut f¨ur Konstruktiven Ingenieurbau, Heft 10, Bergische Universit¨at Wuppertal (Juni 2008) 350. Hanswille, G., Porsch, M., ¨ Ust¨undag, C.: Modellierung von Sch¨adigungsmechanismen zur Beurteilung der Lebensdauer von Verbundkon- struktionen aus Stahl und Beton, SFB 398, Projekt C8. Arbeitsbericht f¨ur die F¨orderperiode 2002-2004, Ruhr-Universit¨at-Bochum (Juli 2004) 351. Hanswille, G., Porsch, M., ¨ Ust¨undag, C.: Neue Untersuchungen zum Erm¨udungsverhalten von Kopfbolzend¨ubeln. Stahlbau 75(4) (2006) 352. Hanswille, G., Porsch, M., ¨ Ust¨undag, C.: Versuchsbericht ¨uber die Durchf¨uhrung von 77 Push-Out-Versuchen (F¨orderzeitraum 2002 - 2004), Forschungsprojekt: Modellierung von Sch¨adigungsmechanismen zur Beurteilung der Lebensdauer von Verbundkonstruktionen aus Stahl und Beton. Institut f¨ur Konstruktiven Ingenieurbau, Heft 7, Bergische Universit¨at Wuppertal (April 2006) 353. Hanswille, G., Porsch, M., ¨ Ust¨undag, C.: Nouvelles etudes sur les goujons con- necteurs soumis a un chargement de fatigue. Revue Construction Metallique (2) (2007) 354. Hanswille, G., Porsch, M., ¨ Ust¨undag, C.: Resistance of headed studs subjected to fatigue loading, Part I: Experimental study. Journal of Constructional Steel Research 63, 475–484 (2007) 355. Hanswille, G., Porsch, M., ¨ Ust¨undag, C.: Resistance of headed studs subjected to fatigue loading, Part II: Analytical study. Journal of Constructional Steel Research 63, 485–493 (2007) 356. Hasofer, A.M., Lind, N.C.: An exact and invariant first-order reliability format. Waterloo, Ont.: Solid Mechanics Division, University of Waterloo (1973) 357. Hauptmann, R., Schweizerhof, K.: A systematic development of ’solid-shell’ element formulations for linear and non-linear analyses employing only dis- placement degrees of freedom. International Journal for Numerical Methods in Engineering 42, 49–69 (1998) References 681 358. Hauptmann, R., Schweizerhof, K., Doll, S.: Extension of the ’solid-shell’ con- cept for application to large elastic and large elastoplastic deformations. Inter- national Journal for Numerical Methods in Engineering 49, 1121–1141 (2000) 359. Haverkamp, L.R.J.: State space identification: theory and practice. PhD thesis, Technical University, Delft (2001) 360. Hegger, J., G¨ortz, S., Niewels, J.: The use of laser-interferometry (espi) in analysis of reinforced concrete structures. In: Non-Destructive Testing in Civil Engineering 2003, Berlin, September 2003, Deutsche Gesellschaft f¨ur zerst¨orungsfreie Pr¨ufung e.V., BAM. CD-Rom (2003) 361. Heidemann, D., Paetz, B.: Straßenverkehrsz¨ahlung 1985 in der Bundesrepublik Deutschland. Bundesanstalt f¨ur Straßenwesen, Heft 37 (1985) 362. Heilmann, H.G., Hilsdorf, H.K.: Festigkeit und Verformung von Beton unter Zuspannung. Deutscher Ausschuss f¨ur Stahlbeton, Heft 203 (1696) 363. Heine, P.: Gesteinsk¨ornungen im Beton unter Frost-Tau-Belastung - Auswirkung auf Pr¨ufung und Anwendung. PhD thesis, Institut f¨ur Bauphysik und Materialwissenschaft, Universit¨at Duisburg-Essen (2004) 364. Hellen, T.K.: On the method of virtual crack extensions. Int. J. Num. Meth. Eng. 9, 187–207 (1975) 365. Helm, J., Laue, J., Triantafyllidis, T.: Untersuchungen an der RUB zur Ver- formungsentwicklung von B¨oden unter zyklischen Belastungen. In: Beitr¨age zum Workshop: Boden unter fast zyklischer Belastung: Erfahrungen und Forschungsergebnisse, Ver¨offentlichungen des Institutes f¨ur Grundbau und Bo- denmechanik, Ruhr-Universit¨at Bochum, Heft Nr. 32, pp. 201–222 (2000) 366. Helmuth, R.A.: Investigations of the low-temperature dynamic mechanical re- sponse of hardened cement paste. Technical report 154, Dept. of Civil Engi- neering, Stanford Univ. (1972) 367. Heukamp, F.H., Ulm, F J., Germaine, J.T.: Mechanical properties of calcium leached cement paste: Triaxial stress states and the influence of pore pressur. Cement and Concrete Research 31, 767–774 (2001) 368. Hilber, H.M., Hughes, T.J.R., Taylor, R.L.: Improved numerical dissipation for the time integration algorithms in structural dynamics. Earthquake Engineer- ing and Structural Dynamics 5, 283–292 (1977) 369. Hillerborg, A., Mod´eer, M., Petersson, P.E.: Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cement and Concrete Research 6, 773–782 (1976) 370. Hilsdorf, H.K., Kesler, C.E.: Fatigue strength of concrete under varying flexural stresses. ACI Journal 63, 1059–1076 (1966) 371. Hiragi, H., Miyoshi, E., Kurita, A., Ugai, M., Akao, S.: Static Strength of Shear Stud Connectors in SRC Structures. Transactions of the Japan Concrete Institute 3, 453–460 (1981) 372. Hobbacher, A.: Recommendations for fatigue design of welded joints and com- ponents. Technical Report XIII-1965-03 / XV-1127-03, International Institute of Welding (IIW) (2003) 373. Hobbs, D.W.: Alkali-silica reaction in concrete. Thomas Telford, London (1988) 374. Hoberg, R.: Zum Erm¨udungsverhalten von Beton. PhD thesis, TU Berlin (2004) 375. Hodges, D.H., Hou, L.J.: Shape functions for mixed p-version finite elements in the time domain. Journal of Sound and Vibration 145(2), 169–178 (1991) 682 References 376. Hoff, C., Hughes, T.J.R., Hulbert, G.M., Pahl, P.J.: Extended comparison of the Hilbert-Hughes-Taylor α-method and the θ 1 -method. Computer Methods in Applied Mechanics and Engineering 76, 87–93 (1989) 377. Hoff, C., Pahl, P.J.: Development of an implicit method with numerical dissipa- tion from generalized single step algorithm for structural dynamics. Computer Methods in Applied Mechanics and Engineering 67, 367–385 (1988) 378. Hoff, C., Pahl, P.J.: Practical performance of the θ 1 -method and comparison with other dissipative algorithms in structural dynamics. Computer Methods in Applied Mechanics and Engineering 67, 87–110 (1988) 379. H¨offer, R., Galffy, M., Niemann, H J.: Wind-induced random vibrations of structures. In: Stathopoulos, T., Baniotopoulos, C.C. (eds.) Wind effects on building and design of wind-sensitive structures. CISM, vol. 493, pp. 105–136. Springer, Wien (2007) 380. Hoffmeister, F., B¨ack, T.: Genetic algorithms and evolution strategies: similar- ities and differences. In: “Gr¨une Reihe”, number 365. Fachbereich Informatik, Universit¨at Dortmund, Dortmund, Germany (1990) 381. Hofstetter, G., Mang, H.A.: Computational Mechanics of Reinforced and Pre- stressed Concrete Structures. Vieweg, Braunschweig (1995) 382. Holland, J.H.: Adaption in Natural and Artificial Systems. University of Michi- gan Press, Ann Arbour (1975) 383. Holmen, J.O.: Fatigue of concrete by constant and variable amplitude loading. PhD thesis, The Norwegian Institute of Technology, Trondheim (1979) 384. Holmes, P., Lumley, J.L., Berkooz, G.: Turbulence, coherent structures, dy- namical systems and symmetry. Cambridge Monographs on Mechanics (1996) 385. H¨olscher, N.: Ein multivariater Ansatz f¨ur die aerodynamische ¨ Ubertragungsfunktion der Winddr¨ucke in atmosph¨arischer Grenzschicht- str¨omung. Technisch wissenschaftliche Mitteilung des Instituts f¨ur Konstruk- tiven Ingenieurbau 93-3, Ruhr-Universit¨at Bochum, Bochum (1993) 386. Hommel, J H.: Mechanismenorientierte Simulation von Kurzzeiterm¨udung metallischer Werkstoffe und Strukturen. PhD thesis, Ruhruniversit¨at Bochum, Lehrstuhl f¨ur Statik und Dynamik, Elektronische Disseration (2007), http://www.rub.de 387. Hommel, J H., Meschke, G.: Modelling of low cycle fatigue of ductile metals: finite strain elasto-plastic micropore damage model vs. unit cell analyses. In: CD-ROM Proceedings of the 9th International Fatigue Congress 2006, Atlanta, USA (2006) 388. Hommel, J H., Meschke, G.: Mechanism-oriented simulation of low cycle fa- tigue of metallic structures. In: Stangenberg, F., Bruhns, O.T., Hartmann, D., Meschke, G. (eds.) Life-time oriented Design Concepts, pp. 237–246. SFB 398 (2007) 389. Hommel, J H., Meschke, G.: Unit-cell and micropore damage models for low cycle fatigue analysis of ductile materials. In: Onate, E., Owen, D.R.J., Suarez, B. (eds.) Computational Plasticity IX - Fundamentals and Applications, pp. 541–544. CIMNE (2007) 390. Hommel, J H., Meschke, G.: A model-based concept for life-time assessment of metallic structures subjected to ultra low cycle fatigue. Journal of Fatigue (2008) (submitted) 391. Horibe, S.: A new method for tension-compression fatigue testing of ceramic materials. Journal of Materials Science 9, 745–747 (1990) References 683 392. Hsu, T.T.C.: Fatigue of plain concrete. ACI Journal 78, 292–305 (1981) 393. Hsu, T.T.C., Sturmann, G.M., Winter, G.: Microcracking of plain concrete and the shape of the stress-strain curve. J. Amer. Concr. Inst. 60, 209–224 (1963) 394. Hudson, C.M., Ferrainolo, J.J.: A compendium of sources of fracture toughness and fatigue crack growth data for metallic alloys, part IV. International Journal of Fracture 48, R19–R43 (1991) 395. Hughes, T.J.R.: Analysis of transient algorithms with particular reference to stability behavior. In: Belytschko, T., Hughes, T.J.R. (eds.) Computational Methods for Transient Analysis, pp. 67–155. North-Holland, Amsterdam (1983) 396. Hughes, T.J.R.: The Finite Element Method. Linear Static and Dynamic Finite Element Analysis. Dover Publications, New York (2000) 397. Hughes, T.J.R., Taylor, R.L., Kanoknukulchai, W.: A simple and efficient finite element plate for bending. International Journal for Numerical Methods in Engineering 11, 529–543 (1977) 398. Hughes, T.J.R., Tezduyar, T.: Finite elements based upon Mindlin plate theory with particular reference to the four-mode isoparametric element. Journal of Applied Mechanics 48, 587–596 (1981) 399. Hulme, B.L.: One-step piecewise polynomial Galerkin methods for initial value problems. Mathematics of Computation 26(118), 415–426 (1972) 400. Hunkeler, F., M¨uhlan, B., Ungricht, H.: Risiko von Betonabplatzungen in- folge Bewehrungskorrosion. Technical report, Eidgen¨ossisches Departement f¨ur Umwelt, Verkehr, Energie und Kommunikation UVEK, Bundesamt f¨ur Strassen (2006) 401. Hurty, W.C.: Vibrations of structural systems by component modal synthesis. ASCE, Journal of Engineering Mechanics Division 86, 51–69 (1960) 402. Ibuk, H., Breitenb¨ucher, R., Alawieh, H.: Deterioration of concrete properties and crack formation due to fatigue damage during service lifetime. In: Proceed- ings of 5th International Essen Workshop Transport in Concrete, pp. 297–306. University of Duisburg-Essen (2007) 403. Iler, R.K.: The chemistry of silica. John Wiley & Sons, New York (1979) 404. Ingraffea, A.R., Wawrzynek, P.A.: Finite Element Methods for Linear Elastic Fracture Mechanics (2003) 405. Irwin, G.R.: Analysis of stress and strain states near the end of a crack transversing a plate. J. Appl. Mech. 24, 361–364 (1957) 406. Isenberg, J. (ed.): Finite Element Analysis of Reinforced Concrete Structures II. ASCE (1991) 407. Jacob, B.: Proceedings of the 1st european conference on weigh in motion of road vehicles. COST European cooperation in the field of scientific and technical research, Z¨urich (1995) 408. Jamet, P.: Galerkin-type approximations which are discontinuous in time for parabolic equations in a variable domain. SIAM Journal on Numerical Analy- sis 15, 912–928 (1978) 409. Jansen, K.E., Whiting, C.H., Hulbert, G.M.: A generalized-α method for in- tegrating the filtered Navier-Stokes equations with a stabilized finite element method. International Journal for Numerical Methods in Engineering 190(3-4), 305–319 (2000) 410. Jiang, H., Ralph, D.: Smoth SQP methods for mathematical programming. SIAM Journal on Optimization 10(3), 779–808 (1999) 411. Jinawath, P.: Cumulative fatigue damage of plain concrete in compression. PhD thesis, University Leeds (1974) 684 References 412. Jir´asek, M., Belytschko, T.: Computational resolution of strong discontinuities. In: Fifth World Congress on Computational Mechanics (2002) 413. Jir´asek, M., Zimmermann, T.: Embedded crack model: Part I: Basic formu- lation, Part II: Combination with smeared cracks. International Journal for Numerical Methods in Engineering 50, 1269–1305 (2001) 414. Jir´asek, M., Zimmermann, T.: Embedded crack model. Part II: Combination with smeared cracks. Int. J. Numer. Meth. Engng. 50, 1291–1305 (2001) 415. Johnson, C.: Numerical Solution of Partial Differential Equations by the Finite Element Method. Cambridge University Press, Cambridge (1995) 416. Johnson, C., Hansbo, P.: Adaptive finite element methods in computational mechanics. Computer Methods in Applied Mechanics and Engineering 101, 143–181 (1992) 417. Johnson, C., Scott, R.: A finite element method for problems in perfect plas- ticity using discontinuous trial functions. In: Wunderlich, W., Stein, E., Bathe, K.J. (eds.) Nonlinear finite element analysis in structural mechanics, pp. 307– 324. Springer, Berlin (1981) 418. Johnson, E.A., Proppe, C., Spencer Jr., B.F., Bergman, L.A., Szekely, G.S., Schu¨eller, G.I.: Parallel processing in computational stochastic dynamics. Prob- abilistic Engineering Mechanics 18(1), 37–60 (2003) 419. De Jong, K.A.: An ananlysis of the behavior of a class of genetic adaptive systems. PhD thesis, University of Michigan, Ann Arbour, USA (1975) 420. Ju, J.W.: On energy-based coupled elastoplastic damage theories: Constitu- tive modeling and computational aspects. International Journal of Solids and Structures 25(7), 803–833 (1989) 421. Jun, D.: Adaptive Strategien f¨ur nichtlineare Finite-Element-Simulationen von Schalentragwerken. Phd thesis, Ruhr-Universit¨at Bochum (2001) 422. Kachanov, L.M.: Time rupture process under creep conditions. Izvestija Akademii Nauk Sojuza Sovetskich Socialisticeskich Respubliki (SSSR) Otdele- nie Techniceskich Nauk (Moskra) 8, 26–31 (1958) 423. Kagan, P., Fischer, A., Bar-Yoseph, P.Z.: Mechanically based models: Adap- tive refinement for b-spline finite element. International Journal for Numerical Methods in Engineering 57, 1145–1175 (2001) 424. Kamarys, D.: Detektion von Strukturver¨anderungen durch neue Identi- fikationsverfahren in der experimentellen Modalanalyse. PhD thesis, Ruhr- Universit¨at Bochum (1999) 425. Kapitaniak, T.: Chaos for Engineers: Theory, Applications and Control. Springer, Heidelberg (2000) 426. Katzenbach, R., Festag, G.: Material behaviour of dry sand under cyclic load- ing. In: Triantafyllidis, T. (ed.) Cyclic behaviour of soils and liquefaction phe- nomena, Proc. of CBS 2004, pp. 153–158. Balkema (2004) 427. Kemp, B.L., Cho, C., Lee, S.W.: A four-node solid shell element formulation with assumed strain. International Journal for Numerical Methods in Engi- neering 43, 909–924 (1998) 428. Keßler, S.: Simulation von R¨utteldruckverdichtungsmaßnahmen. Diploma the- sis, Institute for Soil Mechanics and Foundation Engineering, Ruhr-University Bochum (2004) 429. Kessler-Kramer, C.: Zugverhalten von Beton unter Erm¨udungsbeanspruchung. PhD thesis, Universtit¨at Karlsruhe (2002) References 685 430. Kessler-Kramer, C., M¨uller, H.S.: A fracture mechanical investigation of the fatigue behavior of concrete under tension. In: Proc. 3rd Int. PhD Symposium in Civil Engineering (2000) 431. Kim, H.J., Swan, C.C.: Algorithms for automated meshing and unit cell analy- sis of periodic composites with hierarchical tri-quadratic tetrahedral elements. International Journal for Numerical Methods in Engineering 58, 1683–1711 (2003) 432. Kim, J K., Kim, Y Y.: Experimental study of the fatigue behavior of high strength concrete. Cem. Conc. Res. 26(10), 1513–1523 (1996) 433. Klinkel, S., Gruttmann, F., Wagner, W.: A continuum based three-dimensional shell element for laminated structures. Computer and Structures 71, 43–62 (1999) 434. Klisinski, M., Olofsson, T., Tano, R.: Mixed mode cracking of concrete mod- elled by inner softening band. In: Owen, D.R.J., O˜nate,E.,Hinton,E.(eds.) Computational Plasticity, Proceedings of the 4th International Conference, vol. 2, pp. 1595–1606. CIMNE, Barcelona (1997) 435. Klisinski, M., Runesson, K., Sture, S.: Finite element with inner softening band. Journal of Engineering Mechanics (ASCE) 117(3), 575–587 (1991) 436. Kohlrausch, F.: ¨ Uber das elektrische Leitverm¨ogen von L¨osungen der Alkali- Jodate und eine Formel zur Berechnung von Leitverm¨ogen. In: Sitzungsberichte der k¨oniglich preussischen Akademie f¨ur Wissenschaften, pp. 1002–1008 (1900) 437. K¨onig, G., Danielewicz, I.: Background report on fatigue design of concrete road bridges in Eurocode 2 Part 2- Loading, resistance, verification formats. Institut f¨ur Massivbau, Technische Hochschule Darmstadt (1994) 438. Kouhia, R., Mikkola, M.: Some aspects of efficient path-following. Computers & Structures 72, 509–524 (1999) 439. Krajcinovic, D.: Constitutive equations for damaging materials. Journal of Ap- plied Mechanics 50, 355–360 (1983) 440. Krajcinovic, D.: Damage Mechanics. North-Holland, Amsterdam (1996) 441. Krajcinovic, D., Fonseka, G.U.: The continuous damage theory of brittle ma- terials; parts I and II. Journal of Applied Mechanics 48, 809–824 (1982) 442. Kr¨atzig, W.B., Jun, D.: Multi-layer multi-director concepts for d-adaptivity in shell theory. Computer and Structures 80, 719–734 (2002) 443. Kr¨atzig, W.B., Jun, D.: On best shell models: From classical shells, degenerated and multi-layered concepts to 3d. Archive of Applied Mechanics 73, 1–25 (2003) 444. Kr¨atzig, W.B., P¨olling, R.: An elasto-plastic damage model for reinforced con- crete with minimum number of material parameters. Computers and Struc- tures 82, 1201–1215 (2004) 445. Krimpmann, S., Kuhl, D., Meschke, G.: Simulation of transport processes in ce- mentitious materials by continuous and discontinuous galerkin schemes. In: de Borst, R., Bi´cani´c, N., Mang, H., Meschke, G. (eds.) Computational Modelling of Concrete Structures, Rotterdam, Balkema (2006) 446. Krimpmann, S., Kuhl, D., Meschke, G.: A computational electro-chemo- mechanical model for calciumhydroxide dissolution-diffusion. In: Transport in Concrete, TRANSCON 2007, Essen, pp. 421–434 (2007) 447. Kr¨uger, R., O’Brien, T.K.: A shell/3d modeling technique for the analysis of delaminated composite laminates. Applied Science and Manufacturing 32, 25– 44 (2001) 686 References 448. Kruschwitz, J.: Instation¨arer Angriff auf nanostrukturierte Werkstoffe — eine mehrskalige Modellierung des Frostangriffs auf Beton. PhD thesis, Institut f¨ur Bauphysik und Materialwissenschaft, Universit¨at Duisburg-Essen (2007) 449. Kruschwitz, J., Bluhm, J.: Modelling of ice formation in porous media with re- gard to the description of frost damage. In: Dreyss´e, H., Schmauder, S. (eds.) Computational Mechanics of Materials - Selected papers of the 13th Interna- tional Workshop on Computational Mechanics of Materials 2003, Magdeburg, vol. 32, pp. 407–417. Elsevier, Amsterdam (2005) 450. Kruschwitz, J., Setzer, M.J.: Phase transition of first order in multiscale porous media. In: Proceedings of the 1st GACM Symposium (2005) 451. Krysl, P., Lall, S., Marsden, J.E.: Dimensional model reduction in non-linear finite element dynamics of solids and structures. International Journal for Nu- merical Methods in Engineering 51, 479–504 (2001) 452. Kuhl, D.: Modellierung und Simulation von Mehrfeldproblemen der Struk- turmechanik. In: Habilitation, Institute for Structural Mechanics, Ruhr Uni- versity Bochum, Bochum. Lehrstuhl f¨ur Statik und Dynamik, Ruhr-Universit¨at Bochum (2005) 453. Kuhl, D., Bangert, F., Becker, C., Krimpmann, S., Rumanus, E., Meschke, G.: Numerical methods for durability analyses. In: Meschke, G., de Borst, R., Mang, H.A., Bicanic, N. (eds.) Computational modelling of concrete struc- tures, Leidon, London, New York, Philadelphia, Singapore, pp. 475–504. A.A. Balkema (2006) 454. Kuhl, D., Bangert, F., Meschke, G.: Coupled chemo-mechanical deterioration of cementitious materials. Part 1: Modeling. International Journal of Solids and Structures 41(1), 15–40 (2004) 455. Kuhl, D., Bangert, F., Meschke, G.: Coupled chemo-mechanical deterioration of cementitious materials. Part 2: Numerical methods and simulations. Inter- national Journal of Solids and Structures 41(1), 41–67 (2004) 456. Kuhl, D., Crisfield, M.A.: Energy conserving and decaying algorithms in non- linear structural dynamics. International Journal for Numerical Methods in Engineering 45, 569–599 (1999) 457. Kuhl, D., Meschke, G.: Computational modeling of transport mechanisms in reactive porous media - Application to calcium leaching of concrete. In: de Borst, R., Bi´cani´c, N., Mang, H., Meschke, G. (eds.) Computational Modelling of Concrete Structures, Rotterdam, pp. 473–482. Balkema (2003) 458. Kuhl, D., Meschke, G.: Robust time integration schemes for durability analyses. In: Yuan, M.W., Zhong, W.X. (eds.) Proceedings of the Sixth World Congress on Computational Mechanics, WCCM VI, Beijing. Tsinghua University Press & Springer (2004) 459. Kuhl, D., Meschke, G.: Generalized modeling and numerical analysis of multi- physics problems - application to chemo-mechanical damage of concrete. In: de Borst, R., Bi´cani´c, N., Mang, H., Meschke, G. (eds.) Computational Modelling of Concrete Structures, Rotterdam, Balkema (2006) 460. Kuhl, D., Meschke, G.: Numerical analysis of dissolution processes in cemen- titious materials using discontinuous and continuous galerkin time integration schemes. International Journal for Numerical Methods in Engineering 69, 1775– 1803 (2007) 461. Kuhl, D., Ramm, E.: Generalized energy-momentum method for non-linear adaptive shell dynamics. Computer Methods in Applied Mechanics and Engi- neering 178, 343–366 (1999) References 687 462. Kung, S.: A new identification and model reduction algorithm via singular value decompositions. In: Proceedings of the 12th Asilomar Conference on Circuits, Systems and Computers, pp. 705–714 (1978) 463. K¨unzel, H.M.: Verfahren zur ein- und zweidimensionalen Berechnung des gekoppelten W¨arme- und Feuchtetransports in Bauteilen mit einfachen Ken- nwerten. Dissertation am Lehrstuhl f¨ur Konstruktive Bauphysik, Universit¨at Stuttgart (1994) 464. Kupfer, H., Hilsdorf, H.K., R¨usch, H.: Behavior of concrete under biaxial stresses. J. Amer. Concr. Inst. 66, 656–666 (1969) 465. Kuroda, M.: Extremely low cycle fatigue life prediction based on a new cumu- lative fatigue damage model. International Journal of Fatigue 24(6), 699–703 (2002) 466. Kustermann, A.: Einfl¨usse auf die Bildung von Mikrorissen im Betongef¨uge. PhD thesis, Bundeswehr Universti¨at Muenchen (2005) 467. Lackner, R., Mang, H.A.: A posteriori error estimation in non-linear fe analyses of shell structures. International Journal for Numerical Methods in Engineer- ing 53, 2329–2355 (2002) 468. Lange, C.F., Sch¨afer, M., Durst, F.: Local block refinement with a multigrid flow solver. International Journal for Numerical Methods in Fluids 38, 21–41 (2002) 469. Larive, C.: Apports combin´es de l’exp´erimentation et de la mod´elisation `ala comprehension de l’alcali-reaction and de ses effects m´ecaniques. PhD thesis, Laboratoire Central des Ponts et Chaus´ees (LCPC), Paris (1998) 470. Larive, C., Coussy, O.: Behaviour of AAR-affected concrete: Modelling. In: 10th International Conference on Alkali-Aggregate Reaction in Concrete, Mel- bourne, Austrialia, pp. 662–669 (1996) 471. Larive, C., Laplaud, A., Coussy, O.: The role of water in alkali-silica reaction. In: B´erub´e, M.A., Fournier, B., Durand, B. (eds.) Alkali-aggregate reaction in concrete, Qu´ebec, Canada, pp. 61–69. Centre de Recherche Interuniversitaire sur le B´eton, Universit´e Laval (2000) 472. Larrson, R., Runesson, K.: Element-embedded localization band based on regularized displacement discontinuity. Journal of Engineering Mechanics (ASCE) 122, 402–411 (1996) 473. Laursen, T.A.: Computational Contact and Impact Mechanics. Springer, Hei- delberg (2002) 474. Lawanwisut, W., Li, C.Q., Novak, D.: Efficient simulation of random fields using orthogonal transformation and latin hypercube sampling. International Journal of Materials and Structural Reliability 1(1), 19–30 (2003) 475. Le, K.C.: Variational principle of nonlinear brittle fracture mechanics. J. Appl. Math. Mech. (PMM) 54, 658–665 (1990) 476. Le, K.C., Sch¨utte, H., Stumpf, H.: Determination of the driving force acting on a kinked crack. Archive of Applied Mechanics 69(1), 337–344 (1999) 477. Le Bell´ego, C., G´erard, B., Pijaudier-Cabot, G.: Chemo-mechanical effects in mortar beams subjected to water hydrolysis. Journal of Engineering Mechan- ics 126, 266–272 (2000) 478. Le Bell´ego, C., G´erard, B., Pijaudier-Cabot, G.: Life-time experiments on mortar beams submitted to calcium leaching. In: Ulm, F J., Baˇzant, Z.P., Wittmann, F.H. (eds.) Creep, Shrinkage and Durability Mechanics of Concrete and other Quasi-Brittle Materials, pp. 493–498. Elsevier Science, Amsterdam (2001) 688 References 479. Le Bell´ego, C., G´erard, B., Pijaudier-Cabot, G.: Mechanical analysis of concrete structures submitted to an aggressive water attack. In: de Borst, R., Mazars, J., Pijaudier-Cabot, G., van Mier, J.G.M. (eds.) Fracture Mechanics of Concrete Structures, Lisse, pp. 239–246. Balkema Publishers (2001) 480. Le Saint, P., Raviart, P A.: On a finite element method for solving the neu- tron transport equation. In: de Boor, C. (ed.) Mathematical Aspects of Finite Elements in Partial Differential Equations, New York, pp. 89–145. Academic Press, London (1974) 481. Leblond, J B.: Crack kinking and curving in three-dimensional elastic solids - application to the study of crack path stability in hydraulic fracturing. In: Rossmanith, H.P., Miller, K.J. (eds.) Mixed-mode fatigue and fracture-ESIS 14, pp. 219–243. Mechanical Engineering Publications, London (1993) 482. Leblond, J B., Perrin, G., Devaux, J.: An improved Gurson-type model for hardenable ductile metals. European Journal of Mechanics A-Solids 14, 499– 527 (1995) 483. Leffer, A.: Zum Erm¨udungsverhalten einbetonierter Kopfbolzend¨ubel unter re- alit¨atsnaher Beanspruchung im Verbundbr¨uckenbau, Dissertation. Fachbereich Architektur / Raum- und Umweltplanung / Bauingenieurwesen, Technische Universit¨at Kaiserslautern (2002) 484. Legay, A., Combescure, A.: Elastoplastic stability analysis of shells using the physically stabilized finite element shb8ps. International Journal for Numerical Methods in Engineering 57, 1299–1322 (2003) 485. L´eger, P., Dussault, S.: Non-linear seismic response analysis using vector su- perposition methods. Earthquake Engineering and Structural Dynamics 21, 163–176 (1992) 486. Lehner, M.: Modellreduktion in elastischen Mehrk¨orpersystemen. PhD thesis, Universit¨at Stuttgart, Institut f¨ur Technische und Numerische Mechanik (2007) 487. Lehrke, H.P.: Erweiterte Auswertung von Verkehrslastmessungen im Hin- blick auf die Generierung eines Verkehrsbildes aus statischen Kennwerten. Frauenhofer-Institut f¨ur Betriebsfestigkeit, Darmstadt, Bericht 6227 (1988) 488. Lemaˆıtre, J.: A continuous damage mechanics model for ductile fracture. J. Eng. Mat. & Techn. 107, 83–89 (1983) 489. Lemaˆıtre, J.: How to use damage mechanics. Nuclear Engineering & Design 80, 233–245 (1984) 490. Lemaitre, L., Chaboche, J.L.: Mechanics of Solid Materials. Cambridge Uni- versity Press, Cambridge (1990) 491. Lenzen, A.: Identification of mechanical systems by vibration analysis for health monitoring and damage detection. In: Brinker, R., M¨oller, N. (eds.) 1st International Operational Modal Analysis Conference (2005) 492. Lenzen, A., Waller, H.: Deterministische und stochastische Systemidentifika- tion mit Methoden der linearen Algebra zur Formulierung von mathematischen Modellen im Lebensdauerzyklus von Bauwerken. In: 16th International Confer- ence on the Applications of Computer Science and Mathematics in Architecture and Civil Engineering (IKM 2003). Universit¨at Weimar (2003) 493. Lewis, R.W., Schrefler, B.A.: The Finite Element Method in the Static and Dynamic Deformation and Consolidation of Porous Media. John Wiley & Sons, Chichester (1998) [...]... of the 9th International Conference on Structural Safety and Reliability, ICOSSAR 2005, Rome, Italy, June 19-23, 2005 Millpress, Rotterdam (2005) 624 Petryna, Y.S.: Structural degradation, reliability and lifetime simulations of civil engineering structures In: Augusti, G., Schu¨ller, G.I., Ciampoli, M (eds.) e Proceedings of the 9th International Conference on Structural Safety and Reliability, ICOSSAR... analysis - a review and some perspectives Structural Safety 23, 365–395 (2001) 654 Rackwitz, R., Fiessler, B.: Structural reliability under combined random load sequences Computers & Structures 9(5), 489–494 (1978) 698 References 655 Ramm, E.: Strategies for tracing the non-linear response near limit points In: Wunderlich, W (ed.) Nonlinear Finite Element Analysis in Structural Mechanics, pp 63–89 Springer,... Schu¨ller, G.I.: Structural reliability - Recent advances - Freudenthal lecture e In: Shiraishi, N., Shinozuka, M., Wen, Y.K (eds.) 7th Int Conference on Structural Safety and Reliability (ICOSSAR 1997), Kyoto, Japan, vol 1, pp 3–35 Balkema, Rotterdam (1998) References 701 707 Schu¨ller, G.I., Bucher, C.G., Bourgund, U., Ouypornprasert, W.: On efficient e computational schemes to calculate structural failure... Melchers, R.E.: Structural reliability: Analysis and prediction Wiley-VCH GmbH, Chichester (1999) 526 Melenk, J.M.: On generalized Finite Element Methods PhD thesis, University of Maryland (1995) 527 Mensinger, M.: Zum Erm¨dungsverhalten von Kopfbolzend¨bel im Verbundu u bau Dissertation, Kaiserslautern (1999) 528 Menzies, J.B.: CP 117 and Shear Connectors in Steel-Concrete Composite Beams The Structural. .. Concrete Pitman, London (1984) 568 Newmark, N.M.: Computation of dynamic structural response in the range approaching failure In: Earthquake and Blast Effects on Structures, Los Angeles, pp 114–129 Earthquake Engineering Research Institute, University of California (1952) References 693 569 Newmark, N.M.: A method of computation for structural dynamics ASCE Journal of the Engineering Mechanics Division... Department of Civil Eng., Research Report CE 8 (January 1981) 591 Oehlers, D.J.: A new approach to the design of stud shear connectors in composite bridge beams Research Report R82, University of Adelaide (1989) 592 Oehlers, D.J.: Deterioration in strength of stud connectors in composite bridge beams Journal of Structural Engineering 116(12), 3417–3431 (1990) 593 Oehlers, D.J., Foley, L.: The fatigue strength... Schu¨ller, G.I., Pradlwater, H.J., Beck, J.L., Au, S.K., Katafygiotis, L.S., e Ghanem, R.: Benchmark study on reliabilty estimation in higher dimensions of structural systems - An overview In: Soize, C., Schu¨ller, G.I (eds.) 6th Eue ropean Conference on Structural Dynamics (EURODYN 2005), Paris, France, pp 717–722 Millpress, Rotterdam (2005) 711 Schu¨ller, G.I., Pradlwater, H.J., Koutsourelakis, P.S.:... updating: a tool for reliable modelling, design modification and diagnosis The Shock and Vibration Digest 34(1), 27–35 (2002) 752 Sinha, J.K., Friswell, M.I.: Simulation of the dynamic responce of a cracked beam Computers and Structures 80, 1473–1476 (2002) 753 Sinha, J.K., Friswell, M.I.: The use of model updating for reliable finite element modelling and fault diagnosis of structural components used in nuclear... HPC structures subject to hygromechanical gradients Journal of Structural Engineering (ASCE) 125, 693–702 (1999) 801 Ulm, F.-J., Torrenti, J.-M., Adenot, F.: Chemoporoplasticity of calcium leaching in concrete Journal of Engineering Mechanics 125, 1200–1211 (1999) 802 Umesha, P.K., Venuraju, M.T., Hartmann, D., Leimbach, K.R.: Optimal design of truss structures using parallel computing Struct Multidiscip... nonlinear theories of solids International Journal of Solids and Structures 7, 1581–1599 (1971) 830 Wen, Y.-K.: Structural load modeling and combination for performance and safety evaluation Elsevier Science Ltd., Amsterdam (1990) 831 Wen, Y.K., Chen, H.C.: On fast integration for time variant structural reliability Probabilistic Engineering Mechanics 2(3), 156–162 (1987) 832 Wessels, M.: Das statische . Hulbert, G.M.: A new load-dependent Ritz vector method for structural dynamic analyses: quasi-static Ritz vectors. Finite Elements in Analysis and Design 36, 261–278 (2000) 329. Gudehus, G.: Bodenmechanik Improved numerical dissipation for the time integration algorithms in structural dynamics. Earthquake Engineer- ing and Structural Dynamics 5, 283–292 (1977) 369. Hillerborg, A., Mod´eer, M.,. 9th International Conference on Structural Safety and Reliability, ICOS- SAR 2005, Rome, Italy, June 19-23, 2005. Millpress, Rotterdam (2005) 624. Petryna, Y.S.: Structural degradation, reliability

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