Các đề tài báo cáo khoa học về bê tông chất lượng

Sau ®©y lµ mét sè tªn bµi b¸o c¸o khoa häc vª Bª t«ng chÊt l¬ng

cao trong Héi nghÞ quèc tÕ n¨m 2002.

Cã thÓ tham kh¶o cho viÖc chän ®Ò tµi luËn ¸n Thac sü, TiÕn sü vµ

c¸c ®Ò tµi nghiªn cøu khoa häc vª bª t«ng.

PGS.TS. NguyÔn viÕt Trung, Hµ néi ngµy 1-6-2002

1. NEW STRUCTURAL CONCEPTS

1- New Structural Concepts for Utilization of High Strength Concrete and

Steel

Chekanovych, M., Ukraine

2- Offshore Concrete Structures in fhe Future

Hareid, K. 0.; Olsen, T. 0.; Olscn, 0., Norway

3- Textile-Reinforced High-Performance Concrete Facades; Shear Capacity

of High Performance Concrete Beams

Hegger,J.; Will, N.; Molter, M., Germany

4- Carrying Capacity and Deformability of Hybrid Beams Made of HSC and

Normal Concrete

Lapko, A.; Sadowska-Buraczewska, B., Poland

2. DESIGN

Design Methods and Criteria, Recent and Current Research, Codes and

Specifications

1- A Proposal of Parabola Rcctangular Stress Diagramm for HPC Members

Aguiar, E.A.B.; Pinheiro, l.M., Brazil

2- Assessment of thec Structural Performance of HSC Slender Columns Via

Experimental Tests and Numeric Analyses

Angotti, F.; Galano, L.; Orlando, M.; Vignioli, A., Italy

3- The Performance of High Grade Concrete Columns in Fire

Bailey, C.G.; Lennon, T., United Kingdom

4- Shear FailurE" of HSC Beams with Varinblp Shear Span-lo-Depth Ratio?

Bernardini, A.; Modena, C.; Pellegrino, C., Italy

5- 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., Brazil

6- Fxperimenia! Study on Rcinforc-ed VI ISC Prisms under Conrcniraled I

o.idinn

-

' ' ~

-Boulay, C., France

7- Rch.-ivior of I liRh-SlrfriRth Coni:m|p Columns under Strain Gradient

Canbay, E.; Ozcebc, C.; Ersoy, U., Turkey

8- Bonding Behavior of Hinh-Slronsth l.i^hlwcisht J\[SgregaleConcrete ,

Chcn, H.-)., Taiwan

9- Shear Strenglli of Rfinffirrcd I lif;l' Stren(;ll' Concrete Beams

Cladera, A.; Mari, A. R., Spain

10- Utilization of Hi^h Sfrpnath Concrelp in Composite Column';

ccenlricdily Loaded