| Investigation of the Vibrations on Overhead Sign Bridges on US290/SH71 |
Eric Schell, Liang Yu, Karl H. Frank |
06-01 |
| Test of Cable Samples for the Beveridge Suspension Bridge |
Thomas Anderson, Craig Rios, Karl H. Frank |
06-02 |
| Anchor Bolt Behavior in ASR/DEF-Damaged Drilled Shafts |
Sungjin Bae, Oguzhan Bayrak, James O. Jirsa, and Richard E. Klingner |
07-01 |
| The Effect of Mounting Location on Traffic Induced Vibrations of Bridge Mounted Overhead Sign Bridges |
Eric J. Schell, Janghwan Kim, and Karl H. Frank |
07-02 |
| A Study of Hooked Bar Anchorages in Beam-Column Joints |
James O. Jirsa, Jose L.G. Marques |
33 |
| Fatigue Tests of Small-Size Tubular T-Joints |
Y. Kurobane, M. Natarajan, A.A. Toprac |
68-1 |
| Shear Strength of Reinforced Concrete Beam-Column Joints |
Donald F. Meinheit, James O. Jirsa |
77-1 |
| The Design and Behavior of Beam-Columns in Unbraced Steel Frames |
Tokul Kanchanalai |
77-2 |
| Strength of Hooked Bar Anchrages in Beam-Column Joints |
Robert K. Pinc, Michael D. Watkins, James O. Jirsa |
77-3 |
| Design and Construction of a Floor-Wall Reaction System |
Kyle A. Woodward, James O. Jirsa |
77-4 |
| Effect of Axial Load on Shear Behavior of Short RC Columns Under Cyclic Lateral Deformations |
H. Ramirez and J.O. Jirsa |
80-1 |
| Shear Strength and Deterioration of Short Reinforced Concrete COlumns under Cyclic Deformations |
H. Umehara and J.O. Jirsa |
82-3 |
| The Behavior of Beams Subjected to Concentrated Loads |
Paul B. Summers, Joseph A. Yura |
82-5 |
| Chord Stress Effects on the Ultimate Strength of Tubular Joints |
Thomas J. Boone, Joseph A. Yura, Peter W. Hoadley |
1982 |
| A Study of Bond Deterioration in Reinforced Concrete Beam-Column Joints |
Songchao Zhu, James O. Jirsa |
83-1 |
| Design and Behavior of Coped Beam |
J.J. Cheng, J.A. Yura, C.P. Johnson |
84-1 |
| Use of Epoxies for Grouting Reinforcing Bar Dowels in Concrete |
Philip C.C. Luke, Carlos Chon, James O. Jirsa |
85-2 |
| Behavior of Strengthened and Repaired Reinforced Concrete Columns Under Cyclic Deformations |
Bart J. Bett, Richard E. Klingner, James O. Jirsa |
85-3 |
| Interface Shear Capacity of Concrete Surfaces used in Strengthening Structures |
Robert A. Bass, Ramon L. Carrasquillo, James O. Jirsa |
85-4
|
| Use of Epoxies for Grouting Reinforcing Bar Dowels in Concrete |
Philip C.C. Luke, Carlos Chon, James O. Jirsa |
1985 |
| Seismic Strengthening of a Reinforced Concrete Frame Using Reinforced Concrete Piers |
Carol E. Roach, James O. Jirsa |
86-4 |
| Seismic Strengthening of a Reinforced Concrete Frame Using Structural Steel Bracing |
Elizabeth A. Jones, James O. Jirsa |
86-5 |
| Grouted Pile-to-Sleeve Connection Tests |
William B. Lamport, James O. Jirsa, Joseph A. Yura |
86-7 |
| Bond Strength of Epoxy-Coated Reinforcing Bars |
Robert A. Treece, James O. Jirsa |
87-1 |
| Moment Connections Between Steel Beams and Concrete Columns |
Taquir N. Sheikh, Joseph A. Yura, James O. Jirsa |
87-4 |
| Proceedings of the Seminar on Reinforced Concrete High-Rise Buildings in Japan with Special Concern on Aseismic Design of Beam-Column Joinits |
Yukinobu Kurose, James O. Jirsa |
87-5 |
| Repair and Retrofit of Existing Structures |
Report on NSF Workshop |
87-6 |
| Recent Studies on Reinforced Concrete Beam-Column Joints in Japan |
Yukinobu Kurise |
87-8 |
| Ultimate Strength of Double-Tree Tubular Joints: Interaction Effects |
Kurt D. Swensson, Joseph A. Yura |
87-9 |
| Design of Moment Connections for Composite Framed Structures |
Gregory G. Deierlein, Joseph A. Yura, James O. Jirsa |
88-1 |
| Study of Reinforced COncrete Ceam-Column Joint Under Uniaxial and Biaxial Loading |
Yukinobu Kurose, Gilson N. Guimaraes, Zuhua Liu, Michael E. Kreger, James O. Jirsa |
88-2 |
| Reinforced Concrete Frame Connections Constructed Using High-Strength Materials |
Gilson N. Guimaraes, Michael E. Kreger, James O. Jirsa |
89-1 |
| In-Plane Seismic Resistance of Two-Story Concrete Masonry Coupled Shear Walls |
Kenneth Mark Merryman, Gilberto Leiva, Nicholas Antrobus, Richard E. Klingner |
89-3 |
| Fatigue and Static Tests of 55-STrand Stay Cable Specimen for the Baytown Bridge |
William R. Burkett, Karl H. Frank |
1989 |
| Reinforced Concrete Frame Connections Rehabilitated by Jacketing |
Sergio M. Alcocer, James O. Jirsa |
91-1 |
| The Use pf Rectangular Steel Box Members in the U.S. Building Construction Industry |
Philip B. Plottel, Michael D. Engelhardt |
91-4 |
| Performance of Masonry and Masonry Vaneer Buildings in the Loma Prieta Earthquake |
Imran Jalil, William Kelm, Richard E. Klingner |
92-1 |
| Cyclic Tests on Large Scale Steel Moment Connections |
Michael D. Engelhardt, Abunnasar S. Hussain |
92-2 |
| Seismic Strengthening of Reinforced Concrete Frames Using Post-Tensioned Bracing Systems |
Jose A. Pincheira, James O. Jirsa |
92-3 |
| Effects of Bar Deformation and Concrete Strength on Bond on Reinforcing Steel Concrete |
Hideki Kimura, James O. Jirsa |
92-4 |
| Behavior of Steel-to-Concrete Connections for Use in Repair and Rehabilitation of Reinforced Concrete Structures |
Julio Jimenez Pacheco, Michael E. Kreger |
93-2 |
| Evaluation of ANSI/AASHTO?AWS D1.5-88 Bridge Welding Code and AASHTO Guide Specifications for Fracture-Critical Non-Redundant Steel Bridge Members Pertaining to Submerged Arc Welding Procedures |
Jon Abel |
93-3 |
| Shear Strength and Shear Stiffness of Permanent Steel Bridge Deck Forms |
Robert M. Currah, Karl H. Frank |
93-4 |
| Effects of Epoxy Coating on Anchorage and Splices of Welded Wire Fabric |
Stacy J. Bartoletti, James O. Jirsa |
93-5 |
| Limit State Performance of High Strength Reinforced Concrete Columns |
Rodney Jay Pharis, Richard W. Furlong |
93-6 |
| An Overview of Power Driven Fastening for Steel Connections in the U.S. Construction Industry |
Neil J. Glaser, Michael D. Engelhardt |
94-1 |
| Crack Detection in Naval Crane Shafts Using Acoustic Emissions |
Timothy J. Fowler, Parry C. Berkowitzi |
95-0 |
| Evaluation and Analytical Verification of Infilled Frame Test Data |
Tarek Bashandy, Nestor R. Rubiano, Richard E. Klingner |
95-1 |
| Development of Analytical Models for Earthquake Analysis of Steel Moment Frames |
Keedong Kim, Michael D. Engelhardt |
95-2 |
| Analysis of a Six Story Steel Moment Frame Building in Santa Monica (SAC Building Site 7) |
M.D. Engelhardt, Keedong Kim |
95-3 |
| Parametric Studies on Inelastic Modeilling of Steel Moment Frames |
M.D. Engelhardt, Keedong Kim |
95-4 |
| Shear Friction |
Jirsa, Valluvan |
95-5 |
| The Effect of End Distance on the Bearing Strength of Bolted Connections |
Hyeong Jun Kim, Joseph A. Yura |
96-1 |
| Corrosion Performance of a Second-Generation High Ratio Zinc Silicate Coating in a Reinforced Concrete Enviroment |
Jeffrey J. Mitchell, Enrique Vaca-Cortes, James O. Jirsa, Ramon L. Carrasquillo |
96-2 |
| Rehabilitation of Existing Reinforced Concrete Buildings in Mexico City |
Jorge Aguilar, Sergio F. Brena, Enrique Del Valle, Jesus Iglesias, Marianela Picado, Manuel Jara, James O. Jirsa |
96-3 |
| Behavior of Multiple Anchor Connections to Concrete From the Perspective of Plastic Theory |
Dieter Lotze, Richard E. Klingner |
96-4 |
| Evaluating the Corrosion Protection of Internal Tendons Across Segmental Bridge Joints |
Jeff West |
97-0 |
| Evaluation of an Encapsulation and Epoxy Resin. Injection Procedure for Rehabilitating Corroding Reinforced Concrete Structures |
Muhammed Alp Unal, James O. Jirsa |
98-3 |
| The Fatigue Behavior of Tubular Connections |
A.A. Toprac, B.G. Louis |
550-13 |
| Static and Fatigue Behavior of Tubular Connections |
A.A. Toprac |
550-15 |
| Instrumentation of Segmental Box Girder Bridges and Multipiece Winged Boxes. Preliminary Instrumentation Plan |
C.L. Roberts, J.A. Arrellaga, J.E. Breen |
1234 |
| Studies on Damage and Corrosion Performance of Fabricated Epoxy-coated Reinforcement |
K.Z. Kahhaleh, H.Y. Chao, J.O. Jirsa, R.L. Carrasquillo, H.G. Wheat |
1265 |
| Methodology for Structural Assessment of the ASR/DEF Damaged Substructure Elements of the San Antonio Y |
Jacob G. Kapitan, Kimberly Grau, John E. Breen |
5218 |
