Drupal-Biblio17<style face="normal" font="default" size="100%">Cracked Continuum Modeling of Reinforced Concrete Elements under Impact</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Shear-Resisting Performance of Reinforced Concrete Flat Plates with Different Headed Stud Layouts</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Acoustic emission monitoring of containment structures during post-tensioning</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Crack-based shear strength assessment of reinforced concrete members using a fixed-crack continuum modeling approach</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Delamination Cracking Behavior of Curved Post-Tensioned Concrete Structures</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Image Scale Estimation Using Surface Textures for Quantitative Visual Inspection</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Learning-based image scale estimation using surface textures for quantitative visual inspection of regions-of-interest</style>Drupal-Biblio17<style face="normal" font="default" size="100%">A machine learning approach based on multifractal features for crack assessment of reinforced concrete shells</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Nonlinear finite element analysis of reinforced concrete flat plate punching using a thick-shell modelling approach</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Structural performance assessment of a 60‐year‐old reinforced concrete bent cap</style>Drupal-Biblio27<style face="normal" font="default" size="100%">Acoustic Emission Monitoring of a Nuclear Containment Wall during Post-tensioning: Data Mining and Knowledge Discovery</style>Drupal-Biblio27<style face="normal" font="default" size="100%">Data Mining For Acoustic Emission Monitoring Of A Nuclear Containment Wall During Post-tensioning</style>Drupal-Biblio27<style face="normal" font="default" size="100%">DELAMINATION BEHAVIOR OF CURVED POST-TENSIONED CONCRETE STRUCTURES</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Evaluation of structural cracking in concrete</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Fractal and multifractal analysis of crack patterns in prestressed concrete girders</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Modeling Damage and Failure in Pretensioned Concrete Girders Fabricated with Large-Diameter Strands</style>Drupal-Biblio47<style face="normal" font="default" size="100%">REDUCED-COST MODELLING OF REINFORCED CONCRETE INFRASTRUCTURE UNDER HIGH-MASS LOW-VELOCITY IMPACT</style>Drupal-Biblio47<style face="normal" font="default" size="100%">Detection of the onset of delamination in a post-tensioned curved concrete structure using hidden Markov modeling of acoustic emissions</style>Drupal-Biblio27<style face="normal" font="default" size="100%">End-Region Behavior and Shear Strength of Pretensioned Concrete Girders Employing 0.7-in. Diameter Strands</style>Drupal-Biblio17<style face="normal" font="default" size="100%">End-region behavior of pretensioned I-girders employing 0.7 in.(17.8 mm) strands</style>Drupal-Biblio10<style face="normal" font="default" size="100%">End-region cracking in pretensioned concrete girders employing 0.7-in. strands: Time-dependent and service-load effects</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Experimental and Numerical Assessment of Corbels Designed Based on Strut-and-Tie Provisions</style>Drupal-Biblio47<style face="normal" font="default" size="100%">MEASURING FRICTION LOSSES OF LARGE-ANGLE POST-TENSIONED CONCRETE WALLS</style>Drupal-Biblio5<style face="normal" font="default" size="100%">Modelling the Multi-directional Distribution of ASR-Induced RC Expansions</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Numerical investigation of the punching resistance of reinforced concrete flat plates</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Application of an inclined shear reinforcing assembly for slab-column connections</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Behavior of Curved Post-Tensioned Concrete Structures without Through-Thickness Reinforcement</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Benefits of using 0.7 in.(18 mm) diameter strands in precast, pretensioned girders: A parametric investigation</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Development and multiaxial distribution of expansions in reinforced concrete elements affected by alkali&ndash;silica reaction</style>Drupal-Biblio17<style face="normal" font="default" size="100%">End-Region Serviceability and Shear Strength of Precast, Pretensioned I-girders employing 0.7-in. diameter strands</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Experimental investigation of delamination behavior in curved post-tensioned concrete structures</style>Drupal-Biblio17<style face="normal" font="default" size="100%">High Tech Concrete: Where Technology and Engineering Meet</style>Drupal-Biblio17<style face="normal" font="default" size="100%">High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium</style>Drupal-Biblio17<style face="normal" font="default" size="100%">IABSE Conference, Vancouver 2017: Engineering the Future - Report</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Modeling of Reinforced and Fiber-Reinforced Concrete Slabs under Impact Loads</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Shear Performance of Pretensioned Concrete I-Girders Employing 0.7 in.(17.8 mm) Strands.</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Testing and Analysis of Two Deep Beams Designed Using Strut-and-Tie Method.</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Toward Practical Modelling of Reinforced Concrete Flat Slab Systems</style>Drupal-Biblio10<style face="normal" font="default" size="100%">The Behavior of Curved Post-tensioned Concrete Structures without Out-of-plane Reinforcement</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Modeling of steel-concrete composite elements under in-plane and out-of-plane loads</style>Drupal-Biblio17<style face="normal" font="default" size="100%">TxDOT Project 0-6831 Technical Memorandum-Task 2: Manufacturer&#39;s Survey</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Capturing out-of-plane shear failures in the analysis of reinforced concrete shells</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Delamination Failure of Curved Post-Tensioned Concrete Structures under Monotonically Increasing Prestressing Loads</style>Drupal-Biblio17<style face="normal" font="default" size="100%">THE INFLUENCE OF LATERAL EXPANSIONS ON THE RESPONSE OF STEEL-CONCRETE COMPOSITE STRUCTURES</style>Drupal-Biblio47<style face="normal" font="default" size="100%">Modeling of Reinforced Concrete Slabs under High-Mass Low-Velocity Impact</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Behavior of Steel Fiber-Reinforced Concrete Slabs Under Impact Loads</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Behaviour and modelling of reinforced concrete slabs and shells under static and dynamic loads</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Comparing slenderness effects on the out-of-plane behavior of URM infills using modern retrofits</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Out-of-plane behavior of URM arching walls with modern blast retrofits: Experimental results and analytical model</style>Drupal-Biblio47<style face="normal" font="default" size="100%">An analytical approach to predict the out-of-plane behavior of FRP retrofitted masonry infill walls with arching action</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Comparative study on the out-of-plane behavior of retrofitted masonry wall systems with arching action</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Incorporation of Hands-on Experiments in an Introductory Structural Analysis Course.</style>Drupal-Biblio17<style face="normal" font="default" size="100%">A Simplified Design Methodology Accounting for the Arching Effects In Masonry Walls Strengthened with FRP Materials and Subject to Out-Of-Plane Loads</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Static evaluation of the out-of-plane behavior of URM infill walls utilizing modern blast retrofit systems</style>Drupal-Biblio27<style face="normal" font="default" size="100%">Incorporation of Hands-on Experiments in an Introductory Structural Analysis Course</style>Drupal-Biblio27<style face="normal" font="default" size="100%">Incorporation of Hands-on Experiments in an Introductory Structural Analysis Course</style>Drupal-Biblio17<style face="normal" font="default" size="100%">Out of Plane Behavior of Masonry Infill Walls Retrofitted with a Reinforced Polymer Grid and Polyurea System</style>Drupal-Biblio17<style face="normal" font="default" size="100%">A SIMPLIFIED DESIGN METHODOLOGY ACCOUNTING FOR THE ARCHING EFFECTS IN MASONRY WALLS STRENGTHENED WITH FRP MATERIALS AND SUBJECT TO OUT-OF-PLANE LOADS</style>Drupal-Biblio10<style face="normal" font="default" size="100%">Strengthening of one way reinforced concrete slabs with mechanically-anchored unbonded FRP strips</style>