Bibliography of Miroslav Vorechovsky

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Details: 70 references, last updated Fri Jan 6 15:49:37 2006

[1]
R. Chudoba, M. Vorechovsky, and Martin Konrad. Stochastic modeling of multi-filament yarns I: Random properties within the cross section and size effect. International Journal of Solids and Structures, 43(3-4):413–434, 2006.

[2]
Miroslav Vorechovsky and Rostislav Chudoba. Stochastic modeling of multi-filament yarns II: Random properties over the length and size effect. International journal of Solids and Structures, 43(3-4):435–458, 2006.

[3]
Miroslav Vorechovsky. Simulation of cross correlated random fields by series expansion methods. Structural safety, page in review, 2005.

[4]
Z. P. Bazant, M. Vorechovsky, and D. Novák. Asymptotic prediction of energetic-statistical size effect from deterministic finite element solutions. Journal of Engineering Mechanics, page in review, 2005.

[5]
Z. P. Bazant, S. D. Pang, M. Vorechovsky, and D. Novák. Stochastic finite element method simulating energetic-statistical size effect by stratified sampling and crack band model. International Journal of Numerical Methods in Engineering, page in review, 2006.

[6]
D. Novák and M. Vorechovsky. Error assessment of random fields simulation for stochastic finite element method. Probabilistic Engineering Mechanics, in submission process, 2004.

[7]
Miroslav Vorechovsky. Comparison of stability and accuracy of numerical simulation methods for simulation of statistics of extremes. Probabilistic Engineering Mechanics, under preparation, 2004.

[8]
Rostislav Chudoba, Martin Konrad, Miroslav Vorechovsky, and Andreas Roye. Numerical and experimental study of imperfections in the yarn and its bond to cementitious matrix. ACI Spring Convention xxx, pages xxx–xxx, 2006.

[9]
D. Novák, M. Vorechovsky, R. Pukl, and V. Cervenka. Statistical nonlinear analysis - size effect of concrete beams. In R. de Borst, J. Mazars, G. Pijaudier-Cabot, and J. G. M. van Mier, editors, 4th Int. Conference FraMCoS – Fracture Mechanics of Concrete and Concrete Structures, pages 823–830, Cachan, France, 2001. Swets & Zeitlinger, Lisse.

[10]
Z. Kala, D. Novák, and M. Vorechovsky. Probabilistic nonlinear analysis of steel frames focused on target reliability of Eurocodes. In R.B. Corotis, G.I. Schuëller, and M. Shinozuka, editors, ICoSSaR '01 8 th International Conference on Structural Safety and Reliability, page 146, Newport Beach, California, USA, 2001. A.A.Balkema Publishers, Netherlands.

[11]
M. Vorechovsky and D. Novák. Probability of failure using reliability design concept of Eurocodes. In TRANSCOM '2001 – 4 th European Conference of Young Research and Science Workers in Transport and Telecommunications, pages CD–ROM proc., Zilina, Slovak Republic, 2001. EDIS Press.

[12]
V. Vesely, Z. Kersner, M. Stibor, and M. Vorechovsky. Efektivní hodnota lomové houzevnatosti z krychle se zárezy (Effective fracture toughness on notched cubes). In Stanislav Kmet and V. Kristofovic, editors, VII International Scientific Conference, Section 9: Structural Mechanics, pages 300–304, Kosice (Medzev), Slovak Republic, 2002.

[13]
M. Vorechovsky, V. Vesely, and R. Pukl. Statistical nonlinear analysis of concrete structures. In Stanislav Kmet and V. Kristofovic, editors, VII International Scientific Conference, Section 9: Structural Mechanics, pages 308–313, Kosice (Medzev), Slovak Republic, 2002. Technical University of Kosice.

[14]
M. Vorechovsky, D. Novák, and R. Rusina. A new efficient technique for samples correlation in Latin Hypercube Sampling. In Stanislav Kmet and Pavlus Miron, editors, VII International Scientific Conference, Section 1: Applied Mathematics, pages 102–108, Kosice, Slovak Republic, 2002. Technical University of Kosice.

[15]
D. Novák, R. Pukl, M. Vorechovsky, R. Rusina, and V. Cervenka. Structural reliability assessment of computationally intensive problems - nonlinear FEM analysis. In P.K. Das, editor, 1st International ASRANet Colloquium, pages CD–ROM proc., Glasgow, Scotland, 2002.

[16]
M. Vorechovsky, R. Pukl, V. Vesely, Cervenka V., and R. Rusina. Statistical nonlinear analysis of concrete structures. In R.K. Dhir, M. R. Jones, and L. Zheng, editors, International Congress on Challenges of Concrete Construction, Seminar 3, pages 217–226, Dundee, Scotland, 2002.

[17]
M. Vorechovsky and D. Novák. Correlated random variables in probabilistic simulation. In Peter Schießl, Norbert Gebbeken, Manfred Keuser, and Konrad Zilch, editors, 4th International Ph.D. Symposium in Civil Engineering, volume 2, pages 410–417, Munich, Germany, verb "http://www.phd.bv.tum.de", 2002. Millpress, Rotterdam.

[18]
M. Vorechovsky and D. Novák. Efficient random fields simulation for stochastic FEM analyses. In K. J. Bathe, editor, 2nd M.I.T. Conference on Computational Fluid and Solid Mechanics, pages 2383–2386, Cambridge, USA, 2003. Elsevier Science Ltd., Oxford, UK.

[19]
D. Novák, M. Vorechovsky, and R. Rusina. Small-sample probabilistic assessment - FREET software. In A. Der Kiureghian, S. Madanat, and J. M. Pestana, editors, ICASP 9, International Conference on Applications of Statistics and Probability in Civil Engineering, pages 91–96, San Francisco, USA, 2003. Millpress, Rotterdam.

[20]
Miroslav Vorechovsky and Drahomír Novák. Statistical correlation in stratified sampling. In A. Der Kiureghian, S. Madanat, and J. M. Pestana, editors, ICASP 9, International Conference on Applications of Statistics and Probability in Civil Engineering, pages 119–124, San Francisco, USA, 2003. Millpress, Rotterdam.

[21]
D. Novák, Z. P. Bazant, and M. Vorechovsky. Computational modeling of statistical size effect in quasibrittle structures. In A. Der Kiureghian, S. Madanat, and J. M. Pestana, editors, ICASP 9, International Conference on Applications of Statistics and Probability in Civil Engineering, pages 621–628, San Francisco, USA, 2003. Millpress, Rotterdam.

[22]
Z. P. Bazant, S. D. Pang, M. Vorechovsky, D. Novák, and R. Pukl. Statistical size effect in quasibrittle materials: Computation and extreme value theory. In V. C. Li, K. J. Willam, C. K. Y. Leung, and S. L. Billington, editors, 5th Int. Conference FraMCoS – Fracture Mechanics of Concrete and Concrete Structures, volume 1, pages 189–196, Vail, Colorado, USA, 2004. Ia-FraMCos.

[23]
M. Vorechovsky and D. Novák. Modeling statistical size effect in concrete by the extreme value theory. In J. Walraven, J. Blaauwendaad, T. Scarpas, and B. Snijder, editors, 5th International Ph.D. Symposium in Civil Engineering, volume 2, pages 867–875, Delft, The Netherlands, 2004. A.A. Balkema Publishers, London.

[24]
M. Vorechovsky, Z. P. Bazant, and D. Novák. Procedure of statistical size effect prediction for crack initiation problems. In Alberto Carpinteri, editor, ICF XI 11th International Conference on Fracture, pages CD–ROM proc, abstract page 1166, Turin, Italy, 2005. Politecnico di Torino.

[25]
Rostislav Chudoba, Martin Konrad, Marcel Mombartz, Miroslav Vorechovsky, and Konstantin Meskouris. Multiscale modeling of textile reinforced concrete within a consistent modeling framework. In E. Ramm, W. A. Wall, K.-U. Bletzinger, and M. Bischoff, editors, 5th International Conference on Computation of Shell and Spatial Structures, pages 1–4, Salzburg, Austria, 2005. CD-ROM proc.

[26]
M. Vorechovsky and D. Novák. Simulation of random fields for stochastic finite element analyses. In G. Augusti, G. I. Schuëller, and M. Ciampoli, editors, ICoSSaR '05 the 9 th International Conference on Structural Safety and Reliability, pages 2545–2552, Rome, Italy, 2005. Millpress Rotterdam, Netherlands.

[27]
Z. P. Bazant, M. Vorechovsky, and D. Novák. Role of deterministic and statistical length scales in size effect for quasibrittle failure at crack initiation. In G. Augusti, G. I. Schuëller, and M. Ciampoli, editors, ICoSSaR '05 the 9 th International Conference on Structural Safety and Reliability, pages 411–415, Rome, Italy, 2005. Millpress Rotterdam, Netherlands.

[28]
M. Vorechovsky and R. Chudoba. Statistical length scale for micromechanical model of multifilament yarns and size effect on strength. In G. Augusti, G. I. Schuëller, and M. Ciampoli, editors, ICoSSaR '05 the 9 th International Conference on Structural Safety and Reliability, pages 395–401, Rome, Italy, 2005. Millpress Rotterdam, Netherlands.

[29]
D. Novák, M. Vorechovsky, D. Lehky, R. Rusina, R. Pukl, and V. Cervenka. Stochastic nonlinear fracture mechanics finite element analysis of concrete structures. In G. Augusti, G. I. Schuëller, and M. Ciampoli, editors, ICoSSaR '05 the 9 th International Conference on Structural Safety and Reliability, pages 781–788, Rome, Italy, 2005. Millpress Rotterdam, Netherlands.

[30]
R. Pukl, J. Cervenka, V. Cervenka, D. Novák, M. Vorechovsky, and D. Lehky. Deterministic and statistical models for nonlinear fe analysis of frc-based structures. In Michael Pauser, editor, 1st Central European Congress on Concrete Engineering: Fibre Reinforced Concrete in Practice, pages 130–133, Graz, Austria, 2005. Austrian society for concrete and construction technology.

[31]
D. Novák, Z. Kersner, D. Lehky, L. Routil, M. Vorechovsky, J. Knezek, and R. Pukl. Virtual stochastic simulation of fiber reinforced concrete experiments. In Michael Pauser, editor, 1st Central European Congress on Concrete Engineering: Fibre Reinforced Concrete in Practice, pages 35–38, Graz, Austria, 2005. Austrian society for concrete and construction technology.

[32]
D. Matesová and M. Vorechovsky. Reduction functions for mechanical/fracture parameters of concrete at elevated temperatures. In Juraj Králik, editor, Proc. of the 4th International Conference on New Trends in Statics and Dynamics of Buildings, page 165, Bratislava, Slovakia, 2005. Faculty of Civil Engineering STU Bratislava and Slovak Society of Mechanics SAS. CD Proc.

[33]
D. Novák, M. Vorechovsky, and R. Rusina. Small Sample Simulation Methods for Statistical, Sensitivity and Reliability Analyses. In K. Bergmeister, Alfred Strauss, and Dieter Rickenmann, editors, Proc. of the 3rd Probabilistic Workshop: Technical Systems + Natural Hazards, also Schriftenreihe des Departments Nr. 7 - November 2005, pages 51–59, Vienna, Austria, 2005. Universität für Bodenkultur Wien, Department für Bautechnik + Naturgefahren.

[34]
Miroslav Vorechovsky and Dita Matesová. Size effect in concrete specimens under tension: interplay of sources. In XXEDitorsxx, editor, EURO-C 2006 Computational Modelling of Concrete Structures, pages xx–xx, Europahaus, Mayrhofen, Austria, 2006. TU Vienna.

[35]
Radomír Pukl, Miroslav Vorechovsky, Drahomír Novák, Radoslav Rusina, Marek Jansta, and Jan Cervenka. Spatial variability of material properties in advanced nonlinear computer simulation. In XXEDitorsxx, editor, EURO-C 2006 Computational Modelling of Concrete Structures, pages xx–xx, Europahaus, Mayrhofen, Austria, 2006. TU Vienna.

[36]
Martin Konrad, Jakb Jerábek, Miroslav Vorechovsky, and Rostislav Chudoba. Evaluation of mean performance of cracks bridged by multi-filament yarns. In XXEDitorsxx, editor, EURO-C 2006 Computational Modelling of Concrete Structures, pages xx–xx, Europahaus, Mayrhofen, Austria, 2006. TU Vienna.

[37]
Miroslav Vorechovsky and Dita Matesová. Interplay of sources of size effects in concrete specimens. In XXEDitorsxx, editor, ECF 16, the 16th European Conference of Fracture, pages xx–xx, Alexandroupolis, Greece, 2006. Publ.

[38]
Rostislav Chudoba, Miroslav Vorechovsky, Jakb Jerábek, and Martin Konrad. TRC-specimens modeled as a chain of cracks bridged by bundles: Study of impact of local scatter on global tensile strength. In XXEDitorsxx, editor, ECF 16, the 16th European Conference of Fracture, pages xx–xx, Alexandroupolis, Greece, 2006. Publ.

[39]
M. Vorechovsky and R. Chudoba. Adaptive probabilistic modeling of localization, failure and size effect of quasi-brittle materials. In ECCM-2006 - III European Conference on Computational Mechanics, page in print, Lisbon, Portugal, 2006.

[40]
Miroslav Vorechovsky. Probabilistic analysis of steel frames focused on design concept of Eurocodes. In Workshop 3RE, pages CD–ROM proc., Brno, Czech Republic, 2000. Institute of Structural mechanics, FCE, BUT Brno.

[41]
M. Vorechovsky, D. Novák, R. Pukl, and V. Cervenka. Modelování vlivu velikosti nosníku na jeho únosnost prostredky nelineární lomové mechaniky –- SBETA/ATENA. In Betonárské Dny 2000 (Concrete Days 2000), pages 375–379, Pardubice, Czech Republic, 2000. CBZ.

[42]
M. Vorechovsky. Modelování vlivu velikosti na pevnost v tahu za ohybu u betonovych nosník r u (Modeling size effect on modulus of rupture of concrete beams). In 3rd Scientific international PhD workshop, pages 145–148, Brno, Czech Republic, 2001. Brno University of Technology, Faculty of Civil Engineering.

[43]
M. Vorechovsky. Pravdepodobnostní posouzení ocelové konstrukce podle EC 1 (probabilistic assessment of steel structure according to the Eurocode 1). In 3rd Scientific international PhD workshop, pages 141–144, Brno, Czech Republic, 2001. Brno University of Technology, Faculty of Civil Engineering.

[44]
M. Vorechovsky and Z. Kala. Nevyrovnanost pravdepodobnosti poruchy podle konceptu EC 1 (Unbalanced reliability using concept of Eurocode 1). In Reliability of Structures, 2nd International Conference, Faculty of Civil Engineering, Ostrava University of Technology, pages 141–144, Ostrava, Czech Republic, 2001. Academy of Sciences – Institute of Theoretical and Applied Mechanics of the ASCR Prague.

[45]
M. Vorechovsky. Moznosti vyuzití lomové mechaniky v kombinaci se stochastickymi metodami pri modelováni vlivu velikosti. In Miroslav Stibor, editor, Problémy lomové mechaniky (Problems of Fracture Mechanics), pages 93–97, Academy of Sciences - Institute of physics of materials of the ASCR, 2001. Brno University of Technology.

[46]
R. Pukl, D. Novák, M. Vorechovsky, R. Rusina, and V. Cervenka. Stochastická nelineární analyza betonovych konstrukcí. In Betonárské Dny 2001 (Concrete Days 2001), pages 136–141, Pardubice, Czech Republic, 2001. CBZ.

[47]
M. Vorechovsky. Nové úpravy simulacní metody Latin Hypercube Sampling a moznosti vyuzití. In Miroslav Stibor, editor, Problémy modelování, pages 83–90, Faculty of Civil Engineering VSB-TUO, Ostrava, Czech Republic, 2002. Brno University of Technology.

[48]
M. Vorechovsky. Moznosti a vylepsení simulacní metody LHS. In 4th Scientific PhD international workshop, pages CD–ROM, Brno University of Technology, 2002.

[49]
M. Vorechovsky. FEM simulace predpjatych nosník r u a jejich statistické zpracování. In 4th Scientific PhD international workshop, pages CD–ROM, Brno University of Technology, 2002.

[50]
D. Lehky and M. Vorechovsky. Generování náhodnych polí: Teorie a aplikace. In 4th Scientific PhD international workshop, pages CD–ROM, Brno University of Technology, 2002.

[51]
D. Novák, R. Rusina, and M. Vorechovsky. Freet - software pro pravdepodobnostní posudky vypoctove nárocnych problém r u mechaniky kontinua. In Reliability of Structures, 3rd International Conference, Faculty of Civil Engineering, Ostrava University of Technology, pages 71–74, Ostrava, Czech Republic, 2002. Academy of Sciences – Institute of Theoretical and Applied Mechanics of the ASCR Prague.

[52]
M. Vorechovsky. Lomove-mechanické parametry betonu jako vzájemne korelovaná náhodná pole. In Miroslav Stibor, editor, Problémy lomové mechaniky II (Problems of Fracture Mechanics II), pages 84–90, Academy of Sciences - Institute of physics of materials of the ASCR, 2002. Brno University of Technology.

[53]
D. Novák, R. Pukl, R. Rusina, M. M. Vorechovsky, and V. Cervenka. Statistical, sensitivity and reliability assessment of computationally intensive problems: Nonlinear fracture mechanics analysis. In J. Mencík, editor, Reliability and Diagnostic of Transport Structures and Means 2002, First International Conference, pages 252–260, Pardubice, Czech Republic, 2002. University of Pardubice.

[54]
M. Vorechovsky. Application of extreme value theory for size effect of concrete structures. In 5th Scientific international PhD workshop, pages CD–ROM proc., Brno, Czech Republic, 2003. Brno University of Technology, Faculty of Civil Engineering.

[55]
D. Lehky, D. Matesová, D. Novák, B. Teply, V. Vesely, and M. Vorechovsky. Stochastic analysis, fracture mechanics and pre-stressed concrete members. In P. Konvalinka and J. Máca, editors, CTU Reports 1 Vol 7, 2003: Contribution to Computational and Experimental Investigation of Engineering Materials and Structures. Dedicated to Zdenek Bittnar on the occasion of his 60th birthday, pages 111–120, Prague, Czech Republic, 2003. Czech Technical University in Prague, Faculty of Civil Engineering.

[56]
J. Perla and M. Vorechovsky. Vyuzití programu FEAT pri rekonstrukcích. In Statika 2003, Hotel Myslivna, Brno, 2003.

[57]
M. Vorechovsky. Statistical alternatives of combined size effect on nominal strength for structures failing at crack initiation. In Miroslav Stibor, editor, Problémy lomové mechaniky IV (Problems of Fracture Mechanics IV), pages 99–106, Academy of Sciences - Institute of physics of materials of the ASCR, 2004. Brno University of Technology.

[58]
M. Vorechovsky and R. Chudoba. Stochastické modelování mnohovláknitych svazk r u pro vyztuzení betonu. In PPK 2004 Pravdepodobnost porusování konstrukcí, pages 257–264, Brno, Czech Republic, 2004. Brno University of Technology, Faculty of Civil Engineering & Ústav aplikované mechaniky Brno, s.r.o. & Asociace strojních inzenyr r u & TERIS, a.s., pobocka Brno.

[59]
M. Vorechovsky. Stabilita a konvergence numerickych metod pri simulaci extrémních hodnot rozdelení. In PPK 2004 Pravdepodobnost porusování konstrukcí, pages 257–264, Brno, Czech Republic, 2004. Brno University of Technology, Faculty of Civil Engineering & Ústav aplikované mechaniky Brno, s.r.o. & Asociace strojních inzenyr r u & TERIS, a.s., pobocka Brno.

[60]
L. Routil, P. Frantík, D. Lehky, Z. Kersner, D. Novák, M. Vorechovsky, J. Knezek, and L. Zavrel. Promenlivost lomove-mechanickych vlastností cementového kompozitu se sklenenymi vlákny. In J. Lederová, J. Knezek, and M. Svoboda, editors, IX. konference Vyzkumného ústavu stavebních hmot: Ekologie a nové stavební hmoty a vyrobky, pages 194–198, Telc, Czech Republic, 2005. VUSTAH.

[61]
M. Vorechovsky, Z. P. Bazant, and D. Novák. Procedure of statistical size effect prediction for crack initiation problems. In Vlastimil Bílek and Zbynek Kersner, editors, 2nd International symposium Nontraditional cement & concrete, pages 433–438, Brno, Czech Republic, 2005. Brno University of Technology.

[62]
M. Vorechovsky and R. Chudoba. Numerical modeling of delayed activation and statistical size effect in multifilament yarns. In Vlastimil Bílek and Zbynek Kersner, editors, 2nd International symposium Nontraditional cement & concrete, pages 439–449, Brno, Czech Republic, 2005. Brno University of Technology.

[63]
R. Chudoba, M. Konrad, M. Vorechovsky, and O. Bruckermann. Textile reinforced concrete: correspondence between the local and global performance in uni-axial stress state. In Vlastimil Bílek and Zbynek Kersner, editors, 2nd International symposium Nontraditional cement & concrete, pages 450–458, Brno, Czech Republic, 2005. Brno University of Technology.

[64]
D. Matesová, D. Lehky, and M. Vorechovsky. Kvazikrehké materiály pri vysokych teplotách: numerické modelování. In V. Sr r uma and Z. Sr r umová, editors, Betonárské dny 2005 (Concrete Days 2005), pages 455–460, Hradec Králové, Czech Republic, 2005. Czech Concrete Society with CBS Servis, ltd.

[65]
M. Vorechovsky and V. Cervenka. ATENA 2D - Uzivatelsky manuál. Technical report, Cervenka Consulting, Prague, Czech Republic, 2002.

[66]
D. Novák, M. Vorechovsky, R. Rusina, D. Lehky, B. Teply, and Z. Kersner. FREET – Feasible Reliability Engineering Efficient Tool. Technical report, Institute of Engineering Mechanics, Faculty of Civil Engineering, Brno University of Technology / Cer Consulting, Praha, Czech Republic, 2002. Program documentation.

[67]
D. Novák, B. Teply, Z. Kersner, and M. Vorechovsky. FREET. Technical report, Institute of Engineering Mechanics, Faculty of Civil Engineering, Brno University of Technology / Cer Consulting, Praha, Czech Republic, 2004. Program documentation – Part 1 – Theory.

[68]
M. Vorechovsky. K problematice vypoctu spolehlivosti u nelineárních úloh mechaniky kontinua (On reliability computations of nonlinear continuum mechanics problems). Master's thesis, Institute of Structural Mechanics, Faculty of Civil Engineering, Brno University of Technology, Brno, Czech Republic, 2000. in Czech.

[69]
M. Vorechovsky. Stochastic fracture mechanics and size effect. PhD thesis, Brno University of Technology, Brno, Czech Republic, 2004.

[70]
Miroslav Vorechovsky. Stochastic fracture mechanics and size effect. PhD thesis, Brno University of Technology, Brno, Czech Republic, 2004.

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