Jubin_MOTAMED

02 MUTTONI E RUIZ - Shear Strength of Members Without Transverse Reinforcement as Function of Critical Shear Crack Width

Finan Ças

Flexural Strengthening of Reinforcement Concrete Beams Using HPFRCC and CFRP

12-119_Ferreira PhD Thesis

An Indeterminate Strut - Tie Model and Load Distribution Ratio for RC Deep Beams (I) - Model and Load Distribution Ratio

Post-Punching Behavior of Flat Slabs

Causes, Evaluation, And Repair of Cracks in Concrete Structures

BANK, Composites for Construction_Structural Design With FRP Materials

Novo(a) Documento Do Microsoft Word

110-s35

511-3635-2-PB

Muttoni_Design of Concrete Structures With Stress Fields

[IEEE IEEE INFOCOM 2009 - IEEE Conference on Computer Communications Workshops - Rio de Janeiro, Brazil (2009.04.19-2009.04.25)] IEEE INFOCOM Workshops 2009 - Context-Based Name Resolution

[IEEE 2014 IEEE Symposium on Computers and Communication (ISCC) - Funchal, Madeira, Portugal (2014.6.23-2014.6.26)] 2014 IEEE Symposium on Computers and Communications (ISCC) - High

[ACM Press the ACM SIGCOMM 2010 conference - New Delhi, India (2010.08.30-2010.09.03)] Proceedings of the ACM SIGCOMM 2010 conference on SIGCOMM - SIGCOMM '10 - QuagFlow

Behavior of Corbels With External Prestressing Bars_Experimental Study

macr65-0970

Proposed Theory to Determine the Horizontal Shear Between Composite

Finite Element Analyses for Limit State Design of Concrete Structures