Работы, цитирующие эту работу

Работ: 2

Работа: AN EXPERIMENTAL INVESTIGATION ON SHEAR ENHANCEMENT OF PARTIALLY CRACKED RC BEAMS WITH BI-DIRECTIONAL CARBON FABRICS

1. Shear capacity of precracked and non-precracked reinforced concrete shear beams with externally bonded bi-directional CFRP strips

   J. Jayaprakash, Abdul Aziz Abdul Samad, Ashrabov Anvar Abbasovich +1

   СтатьяStructural Behavior of Reinforced ConcreteConstruction and Building Materials2007Цитирований: 0

   ABIABI:AkademIndex/openalex/2007.article.000023

2. Experimental Investigation on Shear Capacity of Reinforced Concrete Precracked Push-off Specimens with Externally Bonded Bi-Directional Carbon Fibre Reinforced Polymer Fabrics

   J. Jayaprakash, Abdul Aziz Abdul Samad, Ashrabov Anvar Abbasvoch

   СтатьяStructural Behavior of Reinforced ConcreteModern Applied Science2009Цитирований: 0

   ABIABI:AkademIndex/openalex/2009.article.000119