Bibliogr. przy ref. Indeks.
Eligehausen R., Fuchs W. European guidelines on anchorages in concrete and recent developments Fardis M. Modelling of concrete buildings for practical nonlinear seismic response analysis I Gawin D., Pesavento F., Schrefler B.A. Modelling concrete degradation with mechanics of multiphase porous media Jawański W Polycarboxylate based high range water reducers for advanced concrete technology. Practical experience in Poland Kubica J. Reinlorced masonry shear walls - application, design and research problems Lourenco P'B', Vasconcelos G., Gouveia J.P. lnnovative solutiońs for masonry structures: conception' testing and application Menegotto M., Monti G., Liotta, M. Modelling shear mechanisms in FRP-strengthened Fi/C beams Motavalli M., Czaderski C., Bergamini A., Janke L. Shape memory alloys for civil engineering structures - on the way from vision to reality Neale K.W., Abdel Baky H., Yahiaoui A., Ebead U.A. Micromechanical modelling of FRP-strengthened concrete structures Nowak A.S., Paczkowski P. Shear resistance of reinforced concrete beams without web reinforcement reliability analysis for shear in Hl/C beams Sakai K. Environmental management of concrete and concrete structures – toward sustainable development in construction industry Taerwe L.R. Fire safety of concrete structures: from member design to global structural behavior Ueda T. Numerical modeling for concrete and masonry as heterogeneous and discontinuum material Walraven J. Design for service life: a challenge for the future 1. models for concrete structures analysis according to the new standards Cholewicki A., Szulc J. Nagórski T. lnfluence of tying reinforcement in connections on behaviour of skeletal precast structure in accidental situation Chudyba K. Effect of changes in mechanical properties of concrete and steel at elevated temperatures onto behavior of RC structures Klempka K., Knauff M. Design resistance to bendig and axial force - rigorous method of calculation for plain concrete elements Polak M.A.' Zając I. Grierson D. Global nonlinear analysis of reinforced concrete frameworks Tur V., Drahan A. Analytical model for cracking behaviour of reinforced concrete tension member simulation Wandzik G. lnclination angle as an alternative for the deflection control 2. Structural concrete in complex stress state Bobiński J., Tejchman J. FE-modeling of cracks in concrete elements under mixed mode conditions Gromysz K. Calculation of deflection of delaminated reinforced concrete composite floor based on assumed frictional-elastic model of joint surface Karam G., Tabbara M. Modelling failure surface orientation in confined concrete Kaszyńska M. Effect of the preparation procedure of aggregate on self-compacting lightweight concrete properties Kozicki J., Tejchman J. Application of DEM to describe concrete behaviour under compression and tension Kozicki J., Tejchman J. Simulation of fracture process in concrete with steel fibres Łaźniewska-Piekarczyk B. The surface tension of cement paste and its affects to formation air bubbles Marzec 1., Tejchman J. Analysis of strain localization in concrete elements with coupled elasto-plastic-damage models including nonlocal softening Ngoc T.C.T., Bing l. Shear strength model for non-seismically detailed reinforced concrete columns Park M.K., Min K-W., Kim H.J. Accuracy evaluation of estimating peak inelastic responses using CSM by comparison of equivalent period and equivalent damping ratio Sadowski T., Golewski G.L. Analysis concerning impact of coarse aggregate on modelling of concrete under compression Sarker P.K. Stress-strain model for fly ash-based geopolymer concrete Sikora 2., Lapina O., Danilewicz A. Recognizing properties and concrete design by artificial intelligence metho Skarżyński Ł. Syroka E., Rucka M., Wilde K. Tejchman J. Measurements of fracture zones in concrete using digital image correlation and elastic wave technique Syroka E. Skarzyński Ł. Tejchman J. Simulations of strain localization in reinforced concrete elements using elasto-plastic and damage mechanics with non-local softening 3, Behaviour and application of HPC in structures Hulimka J. Effect ol FRHPC precast heads on punching shear in edge and corner joints Khan M. l. Analytical model for the prediction of strength lor high performance concrete Sagaseta J., Vollum R. Non-linear finite element analysis or shear critical high-strength concrete beams 4. Advances in reinforced and prestressed concrete structures Albanesi T., Bórgami A.V., Biondi S., Candigliota E., Nuti C. Tests on infill panels for reinforced concrete frames Chandoga M., Halvonik J., Pritula A., Ćerńansk1i L. The time depending delormation of pre-post tensioned girders Gramblićka S., Valach P. Resistance of composite steel-reinforced concrete (SRC) columns Korentz J. Influence of inelastic buckling of longitudinal bars on ductility of reinforced concrete beams Lewiński P.M. Więch P.P. Analysis of punching shear in reinforced concrete slabs of moderate thickness Majewski T., Korzeniowski P., Tejchman J. Theoretical Analysis of failure behaviour of reinforced concrete columns under biaxial bending Pędziwiatr J' Theoretical background for testing bond influence on crack width and spacing and tension stiffening effect Seruga A., Szydlowski R., Zych M. Experimental evaluation of tensile concrete strains at early age cracking of reinforced concrete cylindrical tank wall Szmigiera E., Kwaśniewski L. Siennicki M. Experimental and numerical investigation of two-branch steel columns filled with concrete 5, Application of FRP materials. theory, practice and new standards Abdel Baky H., Kotynia R., Neale K.W. Nonlinear FE analysis of RC beams strengthened in flexure with NSM CFRP systems Ajdukiewicz A,, Katuza M. On effectivness of CFRP active strengthening of reinforced concrete beams Alsayed S.H., Almusallam T.H., Al-Salloum Y.A., Siddiqui N.A. Analytical modelling of FRP-strengthened corner beam-column joints Bianco V., Barros J.A.O., Monti G. A proposal for modeling debonding of NSM FRP strips for shear strengthening of RC beams Capozucca R., Ponzano M. CFRP sheets bonded to historical masonry shear wall Cheng 1., McOomb A.M. Concrete masonry walls strengthened against impact loads with CFRP composites Coudor P., Destrebecq J-F., Beakou A. lnterfacial stresses due to thermal loading in concrete members reinforced with FRP Górski M., Krzywoń R. Model of moment redistribution of FRP strengthened RC beams under flexure Kotynia R., Meier U. RC slabs strengthened with prestressed and gradually anchored CFRP strips under cyclic loading Peters H.W.H. New applications of CFRP in Germany: prestressed tendons and wrapping with sheets Rafi M.M., Nadjai A. Analytical evaluation of fire resistance of FRP reinforced concrete beams Sayed Ahmad F., Foret G., Leroy R., Chikh N. Experimental study of bond between carbon fibre-reinforced polymer (CFBP) bars and ultra high performance fibre reinlorced concrete (UHPFRO) Si Larbi A., Ferrier E., Hamelin P. New concept of shear reinforcement for steel concrete beam using external composite plate Skowroński J.M. Ślosarczyk A. The vapour grown carbon fibres as reinforcement in cement-carbon composites SzaboZ'K', Balózs G.L. Experimental evaluation of bond strength for near surface mounted reinforcements 6. The influence of cyclic and long-term loading on concrete structures Jasiczak J., Kucz M. Drainage concrete under cyclic load Jung W., Lee J., Koh H-M. Seismic design of reinforced concrete pier using fragility curve Katzer J., Waldron P. Dynamic properties of cement-based composites containing high volume fractions of steel fibres Lee J., Park B., Yi W. Damage control evaluation of brick infilled and steel damper retrofitted reinforced concrete frame Palieraki V., Vintzileou E. Cyclic behaviour ol interfaces in repaired/strengthened FlC elements Puntel E., Saouma V.E. Experimental behaviour of concrete joints interfaces under reversed cyclic loading 7. Achievements in modelling and design of bridges and other structures Bobiński J.' Górski J.' Tejchman J. FE-investigations of a deterministic and statistical size effect in concrete beams under bending Chandoga M., Jarosevic A., Repak M. Measurement ol force distribution along the external tendons Dawczyński S. Numerical analysis of crack in continuous footing resulting from mining exploitation Kaklauskas G., Gribniak V., Bacinskas D. Free of shrinkage tension stiffening relationships derived from RC beam tests Krzywoń R. Szojda L., Wandzik G. Numerical analysis of building subjected to the ground subsidence Lucier G., Walter C., Rizkalla S. Analytical and rational modeling of precast, slender spandrel beams Scheibe M. Second Strelasund crossing example for the application of up-to-date prestressing methods Seruga A., Zych M. The modeling of early age cracking in monolithic reinforced concrete rectangular tank wall Stengel T., Schiessl P. Life cycle assessment of UHPC bridge constructions: Sherbrooke Footbridge, Kassel Gartnerplatz Footbridge and Wapello Road Bridge Szwed A. Szerszeń M'M. Evaluation of restrained shrinkage stresses in composite bridge decks Tur V., Shcherbach A. Non-linear analysis of flexural response of two-way reinforced concrete slabs Woliński S. Risk-based design and assessment of concrete structures Wosatko A., Pamin J., Winnicki A. Three-dimensional finite element simulation of dowel action experiments Wyrzykowski M., Gawin D., Pesavento F. Determining the effective properties or internally cured concrete by means of two-scale modeling Lee J., Park B., Yi W. Damage control evaluation of brick infilled and steel damper retrofitted reinforced concrete frame Palieraki V., Vintzileou E. Cyclic behaviour or interfaces in repaired/strengthened FlC elements Puntel E., Saouma V.E. Experimental behaviour of concrete joints interfaces under reversed cyclic loading 7. Achievements in modelling and design of bridges and other structures Bobiński J.' Górski J.' Tejchman J. FE-investigations of a deterministic and statistical size effect in concrete beamsunder bending Chandoga M., Jarosevic A., Repak M. Measurement ol force distribution along the external tendons Dawczyński S. Numerical analysis of crack in continuous footing resulting from mining exploitation Kaklauskas G., Gribniak V., Bacinskas D. Free of shrinkage tension stiffening relationships derived from RC beam tests Krzywoń R. Szojda L., Wandzik G. Numerical analysis of building subjected to the ground subsidence Lucier G., Walter C., Rizkalla S. Analytical and rational modeling of precast, slender spandrel beams Scheibe M. Second Strelasund crossing example for the application of up-to-date prestressing methods Seruga A., Zych M. The modeling of early age cracking in monolithic reinforced concrete rectangular tank wall Stengel T., Schiessl P. Life cycle assessment of UHPC bridge constructions: Sherbrooke Footbridge, Kassel Gartnerplatz Footbridge and Wapello Road Bridge Szwed A.' Szerszeń M'M. Evaluation of restrained shrinkage stresses in composite bridge decks Tur V., Shcherbach A. Non-linear analysis of flexural response of two-way reinforced concrete slabs Woliński S. Risk-based design and assessment of concrete structures Wosatko A., Pamin J., Winnicki A.Three-dimensional finite element simulation of dowel action experiments Wyrzykowski M., Gawin D., Pesavento F. Determining the effective properties ol internally cured concrete by means of two-scale modeling 8. Calculation models for masonry structures Chuńlov S.' Dumova-Jovanoska E. Calibration of a numerical model for masonry with application to experimental results Fodi A.' Bódi l. Reinforced masonry structures - European history - Hungarian present practice Kamiński K. Applied masonry rising damp models incongruity with "in situ" and laboratory findings Kamiński T. Mezomodelling of masonry arches Lechman M. section model for masonry Walls subiected to mainly Veńical loadings Rahman A., Ueda T. 3D finite element analysis of unreinforced masonry wall using simplified interface model Szojda L. Boundary surfaces of material model for brick and mortar as a result of multiaxial tests Zldmal M., Śtepanek P. Strengthening of masonry vaulted structures 9. Durability assessments and environmental effects in concrete and masonry structures Błaszczyński T. Z. Łowińska-Kluge A. Durability assessment of RC floors based on concrete properties Destrebecq J-F.' Gwoździewicz P., Midro M. Durability estimation of a reinforced concrete structure with regard to corrosion processes Koniorczyk M., Gawin D. on some differences between NaCl transport in cement mortar and sandstone Krykowski T., Zybura A. Modelling o{ corrosive concrete cover crack by means off transition zone increase Miniotaite R. The durability of finishing layer external surface of buildings walls Pesavento F., Gawin D. Prediction of the thermal spalling risk of concrete structures exposed to high temperatures Seręga S. A new simplified method for determining fire resistance of reinforced concrete sections.
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