INVESTIGATION ON BEHAVIOUR OF SQUARE/RECTANGULAR REINFORCED CONCRETE COLUMNS RETROFITTED WITH FRP JACKET / GELŽBETONINIŲ KVADRATINIO/STAČIAKAMPIO SKERSPJŪVIO FORMOS ELEMENTŲ, SUSTIPRINTŲ POLIMERINIU PLUOŠTU ARMUOTU APVALKALU, ELGSENOS TYRIMAS
Author:
Affiliation:
1. Department of Civil and Architectural Engineering, Shahrood University of Technology, 7th tir Square, Shahrood, Semnan, Iran
2. School of Civil Engineering, University of Tehran, 16 Azar Street, Enghelab Ave, Tehran, Iran
Abstract
Publisher
Vilnius Gediminas Technical University
Subject
Strategy and Management,Civil and Structural Engineering
Reference25 articles.
1. ACI 318M-08 2010 American Concrete InstituteMetric Building Code Requirements for Structural Concrete & Commentary. 478 p
2. ACI 440.2R-02 2002 ACI Committee 440, American Concrete InstituteGuide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures45 p.
3. ANSYS 1995 .User's manual revision 5.4. Houston, PA. 56 .
4. Improvement of capacity in bending by the use of FRP layers on RC beams
5. Failure Behavior of Precracked Concrete Beams Retrofitted with FRP
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