مرکز منطقه ای اطلاع رساني علوم و فناوري - Effects of tensile reinforcement ratio and compressive strength on the behaviour of over-reinforced helically confined HSC beams

Title of article :

Effects of tensile reinforcement ratio and compressive strength on the behaviour of over-reinforced helically confined HSC beams

Author/Authors :

Muhammad N.S. Hadi ، نويسنده , , Nuri Elbasha، نويسنده ,

Issue Information :

روزنامه با شماره پیاپی سال 2007

Pages :

From page :

269

To page :

276

Keywords :

ductility , High strength concrete , Helical reinforcement , Reinforced concrete

Journal title :

Construction and Building Materials

Serial Year :

2007

Journal title :

Construction and Building Materials

Record number :

301014

Link To Document :