Image ATLSS Reports Investigation of the Impact of Environmental Conditions on Field Welded Precast Concrete Connections View Item
Image ATLSS Reports Development of Data Model for Large-Scale Structural Experiments, C-H. Lee View Item
Image ATLSS Reports Experimental and Analytical Lateral Load Response of Unbonded Post-Tensioned Precast Concrete Walls View Item
Image ATLSS Reports Lateral Load Behavior and Design of Unbonded Post-Tensioned Precast Concrete Walls with Ductile Vertical Joint Connectors View Item
Image Theses and Dissertations Tests of Horizontally Curved Tubular Flange Girder System Tubular flange girders (TFG) are an innovative I-shaped steel bridge girder proposed for horizontally curved bridge systems. The I-shaped TFG has a steel tube flanges rather than a conventional flat plate flange for one or both flanges. The closed tube section significantly increases the torsional stiffness of the section and the open I-shaped section provides flexural stiffness. View Item
Image Theses and Dissertations Potential for high-performance steel in a long span truss bridge View Item
Image Theses and Dissertations Seismic performance of precast parking structures : transverse direction View Item
Image Theses and Dissertations Materials modeling for unbonded post-tensioned precast concrete walls View Item
Image Theses and Dissertations Lateral torsional buckling of HPS bridge I-girders with cost-effective cross-frame spacing View Item
Image Theses and Dissertations Design of Test Setup and Loading Fixture for Seismic Collectors in Steel Structures Seismic collectors and their associated connections are an integral part of the Seismic Force Resisting System (SFRS) for structures in earthquake prone regions. However, no experimental tests have been conducted on their ultimate capacities. The current View Item
Image Theses and Dissertations Analytical Design and Experimental Validation of a Plate-Confined, Unbonded, Post-Tensioned Precast Concrete Wall Panel View Item
Image Theses and Dissertations Probabilistic Seismic Performance Assessment of Low-Ductility Concentrically Braced Frames in East Coast U.S. The overall objective of this dissertation is to advance knowledge on the seismic behavior and performance of low-ductility concentrically braced frames (CBF) in the mid-Atlantic east coast region of the United States (ECUS). Low-ductility CBFs in the ECUS are usually designed with a Response Modification Factor R equal to 3 and without seismic detailing to promote ductile behavior. View Item
Image ATLSS Reports Behavior of Internally Stiffened Webs for Bridge Girders Using High Performance Steel View Item
Image ATLSS Reports Identification and Preliminary Assessment of Existing Precast Concrete Floor Framing Systems View Item
Image ATLSS Reports Proposed Concepts for New Floor Framing Systems for Precast Concrete Office Buildings View Item
Image ATLSS Reports Development of Control Hardware and Software for a Large-Scale Ship Hull and Deck Structure Test System View Item
Image ATLSS Reports Fatigue resistant rib-to-floor beam connections for orthotropic steel decks View Item