290 results on '"Sas, Gabriel"'
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102. Full scale test of a PC bridge to calibrate assessment methods
103. Influence of Concrete's Mechanical Properties on the Cracking of Concrete Dams
104. Pressure Distribution Patterns Between the Ballast and the Concrete Slab in Railway Trough Bridges
105. Response surface method strategies coupled with NLFEA for structural reliability analysis of prestressed bridges
106. Assessment of prestressed concrete bridges - challenges
107. Axially Loaded RC Walls with Cutout Openings Strengthened with FRCM Composites
108. Load-testing used for quality control of bridges
109. Optical methods and wireless sensors for monitoring of bridges
110. Axially Loaded RC Walls with Cutout Openings Strengthened with FRCM Composites
111. Assessment of concrete bridges - Structural capacity : Experiences from full-scale testing to failure of a bridge in Kiruna
112. Assessment of concrete bridges - Prestress forces : Experiences from full-scale testing to failure of a bridge in Kiruna
113. Finite element analysis of shear deformation in reinforced concrete shear-critical beams
114. Performance of RC Walls with Openings Strengthened by Fiber Reinforced Polymers: An Experimental and Theoretical Investigation
115. Strengthening of RC beams using bottom and side NSM reinforcement
116. Railway Bridges on the Iron Ore Line in Northern Sweden - from Axle Loads of 14 to 32,5 Ton
117. Lessons Learnt from Full-Scale Tests of Bridges in Croatia and Sweden
118. Bridges Tested to Failure in Sweden
119. Finite element analysis of shear deformation in reinforced concrete shear-critical beams
120. Concrete Walls with Cutout Openings Strengthened by FRP Confinement
121. Testing Bridges to Failure - Experiences
122. Effect of Cut-Out Openings on the Axial Strength of Concrete Walls
123. Full-Scale Test to Failure of a Prestressed Concrete Bridge in Kiruna
124. More Realistic Codes for Existing Bridges
125. Strengthening of concrete members using fabric rein-forced cementitious composites – state of the art
126. Two-way walls with cut-out openings strengthened by fiber-reinforced polymers
127. 3D non-linear FE analysis of a full scale test to failure of RC Railway Bridge strengthened with carbon fibre bars
128. Monitoring structural behavior of reinforced concrete walls with openings using digital image correlation
129. Assessment of the strengthening effectiveness of EBR and NSM techniques for beams’ dapped-end by FEM analysis
130. Numerical Assessment of Dapped Beam Ends Retrofitted with FRP Composites
131. Disturbed regions in dapped-end beams : numerical simulations of strengthening techniques
132. Strengthening Concrete Structures using Mineral Based Composites
133. Finite element analysis of shear deformation in reinforced concrete shear-critical beams.
134. Flexural-shear failure of a full scale tested RC bridge strengthened with NSM CFRP : Shear capacity analysis
135. FRP shear strengthening of reinforced concrete beams
136. Tested versus code capacity of existing bridges – Three examples
137. Performance of a prestressed concrete bridge loaded to failure
138. Assessment of the Strengthening of an RC Railway Bridge with CFRP Utilizing a Full-Scale Failure Test and Finite-Element Analysis
139. Loading to failure of a 55 year old prestressed concrete bridge
140. Seismic retrofit of precast RC wall panels with cut-out openings using FRP composites
141. Vasa pontoon : crack mapping and finite element analysis
142. FRP shear strengthening of RC beams and walls
143. How reliable are the available models for predicting the FRP contribution for the shear resistance of RC beams?
144. FRP strengthened RC panels with cut-out openings
145. Loading to failure and 3D nonlinear FE modelling of a strengthened RC bridge
146. Photographic strain monitoring during full-scale failure testing of Örnsköldsvik bridge
147. Are Available Models Reliable for Predicting the FRP Contribution to the Shear Resistance of RC Beams?
148. Loading to failure and 3D nonlinear FE modelling of a strengthened RC bridge.
149. A quantitative residual stiffness model for carbon fiber reinforced polymer tendons.
150. Probabilistic finite element analysis of failures in concrete dams with large asperities in the rock–concrete interface.
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