|
Contents
395 Seismic Performance of Circular High-Strength Concrete Columns
P. Paultre, R. Eid, H. I. Robles, and N. Bouaanani
405 Drift Capacity of Reinforced Concrete Columns
S. Bae and O. Bayrak
416 Shear Strength Evaluation of Concrete Bridge Girders
A. Esfandiari and P. Adebar
427 Improving Punching Shear Behavior of Glass Fiber-Reinforced Polymer Reinforced Slabs
J.-H. Lee, Y.-S. Yoon, W. D. Cook, and D. Mitchell
435 Modeling of Direct Load Transmission in Lightweight-Concrete-Core Sandwich Beams
E. Schaumann, T. Vallée, and T. Keller
445 Seismic Behavior of Shear-Dominated Reinforced Concrete Columns at Low Temperatures
L. A. Montejo, M. J. Kowalsky, and T. Hassan
455 Shear Strength of Lightly Reinforced Wall Piers and Spandrels
K. Orakcal, L. M. Massone, and J. W. Wallace
466 Inclusion of Smeared Cyclic Bond-Slip Behavior in Two-Dimensional Membrane Elements
M. So, T. G. Harmon, G. J. Yun, and S. Dyke
476 Effective Stiffness of Reinforced Concrete Columns
K. J. Elwood and M. O. Eberhard
485 Applications of Critical Shear Crack Theory to Punching of Reinforced Concrete Slabs with Transverse Reinforcement
M. F. Ruiz and A. Muttoni
495 Flexural Strengthening of Reinforced Concrete Columns with Near-Surface-Mounted FRP or Stainless Steel
D. A. Bournas and T. C. Trantafillou
506 Anchorage of Large-Diameter Reinforcing Bars in Ducts
K. P. Steuck, M. O. Eberhard, and J. F. Stanton
514 Seismic Retrofit of Reinforced Concrete Slab-Column Connections Using Shear Bolts
W. Bu and M. A. Polak
523 Tensile High Strain-Rate Behavior of Reinforcing Steel from an Existing Bridge
D. Asprone, E. Cadoni, and A. Prota
530 Bond Characteristics of ASTM A1035 Steel Reinforcing Bars
H. M. Seliem, A. Hosny, S. Rizkalla, P. Zia, M. Briggs, S. Miller, D. Darwin, J. Browning, G. M. Glass, K. Hoyt, K. Donnelly, and J. O. Jirsa
540 Bond between Steel and Self-Consolidating Concrete: Experiments and Modeling
S. Cattaneo and G. Rosati
551 Discussion
566 In ACI Materials Journal
|