Damage Control, Repair and Strengthening (IV)


Development of Numerical Models for Deep Beams with Discontinuity Regions Strengthened by NSM-CFRP

M. Mansour1, T. El-Maaddawy1

1: UAE University, Al Ain, United Arab Emirates


EBROG method to strengthen heat-damaged concrete with CFRP sheets

A. Tajmir-Riahi1, N. Moshiri1,2, D. Mostofinejad1

1: Isfahan University of Technology (IUT), Isfahan, Iran
2: Swiss Federal Laboratories for Materials Science &Technology (Empa), Dübendorf, Switzerland


Assessment of load transfer length in textile reinforced cementitious matrix composites

M. Saidi1, A. Gabor1

1: Laboratory of Composite Materials for Construction (LMC²), Lyon, France


Rocking concrete shear walls with self-centring friction dampers for seismic protection of building structures

F. Mohammadi Darani1, K. Sahami1, P. Zarnani1, S. Veismoradi1, H. Bagheri2, P. Quenneville2, E. Haemmerle1

1: Auckland University of Technology (AUT), Auckland, New Zealand
2: The University of Auckland, Auckland, New Zealand


Effect of Internal and External Reinforcement Ratios on RC Beams Strengthened with NSM Prestressed Fiber Reinforced Polymer Rods

A. Parvin1, J. Raad1, S. Aragao Almeida Junior1

1: The University of Toledo, Toledo, USA


FE-Modelling Techniques for Structural Capacity Assessment of Corroded Reinforced Concrete Structures.

A. Kagermanov1, I. Markovic1

1: University Applied Science Rapperswil (HSR), Rapperswil, Switzerland


Structural upgrading of the longest and skewed span of the Yverdon Viaduct

D. Papastergiou1, C. Candolfi2

1: Swiss Federal Roads Office, Bern, Switzerland
2: VSL Schweiz AG, Bern, Switzerland


FRP vs FRCM in flexural strengthening of masonry

G. Ramaglia1, G. Crisci2, F. Fabbrocino1, G.P. Lignola2, A. Prota2

1: Telematic University Pegaso, Department of Engineering, Napoli, Italy
2: University of Naples "Federico II", Department of Structures, Napoli, Italy