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Báo cáo khoa học về bê tông chất lương
Sau đây là một số tên bài báo cáo khoa học vê Bê tông chất lơng cao trong Hội nghị quốc tế năm 2002.Có thể tham khảo cho việc chọn đề tài luận án Thac sỹ, Tiến sỹ và các đề tài nghiên cứu khoa học vê bê tông. PGS.TS. Nguyễn viết Trung, Hà nội ngày 1-6-20021. NEW STRUCTURAL CONCEPTS1- New Structural Concepts for Utilization of High Strength Concrete and Steel Chekanovych, M., Ukraine2- Offshore Concrete Structures in fhe Future Hareid, K. 0.; Olsen, T. 0.; Olscn, 0., Norway3- Textile-Reinforced High-Performance Concrete Facades; Shear Capacity of High Performance Concrete BeamsHegger,J.; Will, N.; Molter, M., Germany4- Carrying Capacity and Deformability of Hybrid Beams Made of HSC and Normal Concrete Lapko, A.; Sadowska-Buraczewska, B., Poland2. DESIGN Design Methods and Criteria, Recent and Current Research, Codes and Specifications1- A Proposal of Parabola Rcctangular Stress Diagramm for HPC Members Aguiar, E.A.B.; Pinheiro, l.M., Brazil2- Assessment of thec Structural Performance of HSC Slender Columns Via Experimental Tests and Numeric AnalysesAngotti, F.; Galano, L.; Orlando, M.; Vignioli, A., Italy3- The Performance of High Grade Concrete Columns in FireBailey, C.G.; Lennon, T., United Kingdom4- Shear FailurE" of HSC Beams with Varinblp Shear Span-lo-Depth Ratio? Bernardini, A.; Modena, C.; Pellegrino, C., Italy5- J^nalytica^Modcl^for Piediclion nf Size.'-Dependen! Stress-Sim in Curves of High-SirenRlh Concrete Cylinders m Un.iaxinI Compression Borges, j. U. A.; Bittencourt, T. N., Brazil6- Fxperimenia! Study on Rcinforc-ed VI ISC Prisms under Conrcniraled I o.idinn -' ' ~ -Boulay, C., France7- Rch.-ivior of I liRh-SlrfriRth Coni:m|p Columns under Strain GradientCanbay, E.; Ozcebc, C.; Ersoy, U., Turkey8- Bonding Behavior of Hinh-Slronsth l.i^hlwcisht J\[SgregaleConcrete , Chcn, H.-)., Taiwan9- Shear Strenglli of Rfinffirrcd I lif;l' Stren(;ll' Concrete BeamsCladera, A.; Mari, A. R., Spain10- Utilization of Hi^h Sfrpnath Concrelp in Composite Column'; ccenlricdily Loaded De Nardin, S.; Debs, A. L. Wl, Brazil11- Experimental lnuesfip,alion of Itic lixal Bund Stress-Slip Beha'/inr of Prctcnsionc!! Stranr!'; Fmln'ddt.'ri in Plain And Slwl FilM-r kpinfori cdConcreteDumet, T. B.; Pinheiro, 1. M., Bra^l12- Splicing of Ribbed ilars in I lifili SirfnRlhConcrete Be<imsEngslrom. B.; Magnusso",).,'Sweden13- Size'Effect on Shear Capacily of RC Heams \hm^ HSC wilhoul Sliear Rpiiiforccmcnl Fujita, M.; Sato, R.; Malsumnio, K.; Takaki, Y., |ap an14- Assessment of (he Nfw Brazili.in Coin.reic Code (NBRfillB/ZOOl) ReRarriing [lie Shear Design of HiRh-S(ren);lh Concreli' Heams aspar, R.; Borges,). U. A.; Slucclii, F. R.; Bittencourt, T. N., Brazil15- Buckling of Slender Hifih SirenRlh Rcinforceri Concrete ColumnsGermain, 0.; Espion, B-, BelRium16- Crack Control for the Mass Concrete Structures of the New Central Railway Station in Berlin, GermanyGutsch, A.-W.; Laube, M., Germany17- Reinforced HSC Beams Subjected to Shock Waves from Air BlastHallgren, M.; Magnusson, J., Sweden18- Flexure and Shear-Capacity of Prestressed Beams made of High-Strength-Lightweight- Aggregate ConcreteMegger,).; Gortz, S., Germany19- The Experimental Research of Steel Reinforcement High Strength Concrete Columns on Seismic Performance Jia,J.; Zhao, G., China20- Bond in High Strength Concrete - Influence of the Rebar PositionKonig, C.; Holschemacher, K.; Dehn, F., Germany21- Statistical Analysis of Confined High Strength Concrete under Flexural and Axial LoadsKonsfantinidis, D.; Kappos, A. J; Greece22- Physical - Mechanical and Deformation.Properties of High-Performance Concrete Lembak, M.: Dirner, V., Czech Republik 23- Behavior of High Strength Concrete Beams Mamdouh, H.; Ghanem, G.; Moussa, A.; Salama, A. E., Egypt24- Experimental Study on Shear Behavior of Prestresscd SPRC BeamsMeda, A.; Pitzzari, G.A.; Failla, C., Italy25- Punching Shear Analysis of Post-Ten stoned SlabsMetges, |. L. P.; Pinhetro, L. M.; Taheya, T., Brazil26- Ultimate Stress of Interlock in Cracks of HSCMitrofiinov, V., Ukraine27- Tests and Analysis of Higli-Strenglh Reinforced Concrete Beams and ColumnsNecevska-Cvetanoska, G.; Petrusevska, R.,Republic of Macedonia28- Cracks in Masts of Centrifugal Concrete -Quality Assurance in Comparison to Structures of Low Strength ConcreteNnakowski, P.; Harling, A.; Breddermann, M.,Germany29- Reinforced Concrete Flat Slab'i with Elongateri Columns Oliveira, D. R. C.; Melo, G. S., Brazil30- Seismic Response of High-Strength Concrete StructuresPaultre, P.; Mitchell, D., Canada31- French Recommendations for Ultra-High Performance Fiber-Reinforced Concretes Feti(|ean, |.; Resplendino, |., France32- High Strength Concrete at High Temperature^ - An Overview Phan, L. T., USA Columns and Masts of f'n'slrc'.scd Spun ConcreteQuasi, U., Germany33- Ductility of AFRP Reinforcpd I f'^\i SireiiRlh Concrele BeamsRashid, M. A.; Mansur, M. A.; Paramasivam, P., Singapore34- Behavior of High Performani.e Concrete Beams Reinforced with FRP Bars Rayol,). 0.; Melo, G., Brayil 35- Fatigue and Shear Hehnviour of I fPC Bridge GirdersRussell, H. G.; Bruce, R. N.; Roller, 1.1., USA 36- Shear Strength Analysis for Normal and High-performance Concrete Beams Russo, G.; Somma, G., Italy 37- Design of Slender Reinforced Concrete Columns for Unequal Load Rcct'ntricilies Sarker, P.; Rangan, B.V., Australia 38- Minimum Shear Reinforcement Requirements for High Strength Concrete Beams Shehata, I. A. E. M.; Shenata, L. C. D.; Garcia, S. L. G., Brazil39- Strength of HSC Columns Intersected hy Floors with Lower Concrete Strength Shehata, L. C. D.; Shehata, I. A. E. M.; Freire, I , Brazil40- Confined Effects of High Strength Reinforced Concrete Tied ColumnsShin, S.-W.; Man, B.-S.; Wang, S.-K., Korea 41- Reliability of Slender HPC Columns Six, M., Germany42- Prediction of the Ultimate Shear Strength of High-Strength and Normal-Strength Concrete Beams without Stirrups Using Neural Networks Tang, C.-W.; Yen, T., Taiwan43- Design Models in Analysis of Reinforced and Fibre Reinforced UPC Members TomaHewici, A., Norway3. CONSTRUCTION -New Techniques, Applications and Case Records1- High Strength Concrete Beam;, wilh Combination of Links and Horizontal Web Steel as Alternative Shear Reinforcement Al Hussaini, A.; Motamed, [., United Kingdom2- Replacement of the "l-iickenhene;cr Brklge" across the Havel in Brandenburg Andra, H.-P., Germany3- German Bridges in High I'erfofmance Concrete - from Pilot Projects towards larger Application Arnold, A.; Kttnig, G.; Tue, N. V.; Weigel, F.;Zinit, M., Germany4- Bridge across the Rhine near Strassbourg - a New Link Connecting France and Germany Blaschko, M.; Wagner, ).-P., Germany5- Spalling Tests o" Self-Corn pa cling Concrete Blonlrock, H.;Taerwe, L,, Belgium6- High Strength Materials for the Construction of S lee I-Concrete Composite Beams Bullo, S.; Di Marco, R., Italy7- World's Tallest Natural Draft Cooling Tower,near Cologne, GermanyBusch, D.; Harte, R.; Kratzig, W. B.; Montag,U., Germany8- Detail Design and Execution of HH-Coliimns for the Tall Buildings of Herriol's in rrnnkfurlElwie, B., Germany9- HSC Precast Columns in B 125 for the High-Rise-Building "Herriot'?" Eppers, S., Germany10- Raftsundet Bridge and Sunday Bridge, Norway - Two Cantilevered Concrete Bridges willi Main Span of 298m Tergestad, S.; RarnHjor, S., Norway11- Realization of Two Road Bridges with Ultra-High Performance Fibre-Reinforced Concrete Hajar, Z.; Lecoinfre, D.; Petifjean,)., France12- Use of Recycled Concrete in Production of . Hollow Core SlabsHemntad, A.; Hegseth, S.; (ohansen, K., Norway13- Structural Behaviour of Rult-jointetl Prefabricated Pillars Made From High Strength Concrete Minnert,)., Germany14- 20 years of R&D into HPC - has it been a Profitable Investment? Moksnes,)., Norway15- Tests on High Performance Concrete for the .First HPC-Shell Strut ture Reineck, K.-H.; Lichlenfels, A.; Greiner, S., Germany16- Utilization of High Strength/High Performance Concrete in the "Gallileo" nnri the "Frankfurter Welle" in Frankfurt, Germany Simsch, C., Germany17- Effect of Reinforcement on the Crackjng Behaviour of HSC, at early AgesSule, M.; van Breugel, K., The Netherlands18- High-Strength Concrete in Multi-Storey Construction, Advantages and Limils of Ihe Special Concfete Theile, V., Germany19- Rational StruclumI Resign Using HPC in some Typical Bridge StructuresToiitlemonde, F.; Lcperon, F.; Brazillier, D.,France20- Preparalion of High Performance Concrete for the Suhw.ly Construction in Shenzhen, ChinaVan, P.; Lu, X.; Li, Y.; Lian, H., China '"'21- De-i^n Fquiilion for Ultimate Moment of. Cir< ulnr CFT Member';Yuping, S., )npan22- The Application of I I PC in Bridge Struclure"-- Two Pilot ProjectZitch, K.; Zehetmaiet', G., Germany 4. MATERIALS-HSC, HPC, Ulira HSC, HSLWAC. Concrete Mix Design, Mechanical Properties, Durability1- Behaviour of Concrete in Ambient Temperature ol Marine Environment Acliinlya; Mishra, S.S., India2- Effects of a Metakaolin Containing Superplasticizer on Mirrostructureand Chemical Resistance of High Performance ConcreteAdler,J., Germany 3- The Effect of the Pore Structure of Hardened Cement Paste on the Properties of High Strength ConcretesAlahan, H. N.; Oktar, 0. N.: Tnsdemir, M. A., Turkey4- Carbonat'on of Self CompactingJZonaele^ Audenaeri^R.; Boel, V.; Poppe, A.-M.; de Schutler, G., Belgium5- The Effecl of ZeolUe in High Strength Sand-LiRhtwdght Concrete andjt^Microstructure^ Besari, M. S.; Lauw, C. G. S., Indonesia6- A New Tc";t Method for the Evaluation of Frarlure Properties of SK'el Fibre Reinforced ConcreteCangiano, S.; Cudtore, R.; Plizzari, G. A., Italy7- Ductal - fl New Concrplf TechnoloRy Caslagne, T.; )ovanovic, t., GertTiany8- V'llnmetric Strain of High Grade Concrete under Axial Compression and it'; Rdalion'.hip with Strength under Long-Term Loading Clayton, N., United Kingdom9- Influence of Bar Positions on Bond Between Strel Reinforcement and Sdf-Coni|iacling Concrete ; Interpretation Using Image Analysis Daoud, A., France10- On the Influence of the Modulus of Elaslidly of Coarse Aggregate on the Modulus of Elasticily of High Performance Concrete de Almeira, I, R., Brazil11- Properties of High SIrongth/l figli Performance Coni-'retes with Rice-Husk Ashde Sensale, G. R.; Bouvipr, P.; Pereira, E.;Finochio, P., Uruguay12- A New Fuzzy Approach for Strcsi-Slrain • Behavior of High-Strongll' C.OIK rele Demtr, F.; Giller, K., Turkey13- Investigations on the I.ink ofllie Mi^ Design Methods between Ordinary Coin rele- and High Performance Concrete Fang, 1-K.; Chang, C.-F., Taiwan14- rhermal Diffusivily iind l.oii); rerrn Residual SirenRlli ofHPC Expoted to HiRli r''mpei.iluie Felicelli, R.; Gambiirova, P. G.; Mprfa, A., Haly . bài báo cáo khoa học vê Bê tông chất lơng cao trong Hội nghị quốc tế năm 2002.Có thể tham khảo cho việc chọn đề tài luận án Thac sỹ, Tiến sỹ và các đề tài. cho việc chọn đề tài luận án Thac sỹ, Tiến sỹ và các đề tài nghiên cứu khoa học vê bê tông. PGS.TS. Nguyễn viết Trung, Hà nội ngày 1-6-20021. NEW STRUCTURAL