Preface (1954) Preface (1961) Chapter 1. Integrating Field Work and Laboratory in Small Group Research Chapter 2. Approach, Hypotheses and General Design of the Study Chapter 3. Role of Staff, Subject Selection, Experimental Site Chapter 4. Experimental Formation of In-Groups Chapter 5. Intergroup Relations: Production of Negative Attitudes Toward the Out-Group Chapter 6. Intergroup Relations: Assessment of In-Group Functioning and Negative Attitudes Toward the Out-Group Chapter 7. Intergroup Relations: Reducing Friction (Stage 3) Chapter 8. Summary and Conclusions

Intergroup Conflict And Cooperation: The Robbers Cave Experiment

A concise state-of-the-art survey of fiber-reinforced polymer (also known as fiber-reinforced plastic) composites for construction applications in civil engineering is presented. The paper is organized into separate sections on structural shapes, bridge decks, internal reinforcements, externally bonded reinforcements, and standards and codes. Each section includes a historical review, the current state of the art, and future challenges.

Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review

Reliable collapse assessment of structural systems under earthquake loading requires analytical models that are able to capture component deterioration in strength and stiffness. For calibration and validation of these models, a large set of experimental data is needed. This paper discusses the development of a database of experimental data of steel components and the use of this database for quantification of important parameters that affect the cyclic moment-rotation relationship at plastic hinge regions in beams. On the basis of information deduced from the steel component database, empirical relationships for modeling of precapping plastic rotation, postcapping rotation, and cyclic deterioration for beams with reduced beam section (RBS) and other-than-RBS beams are proposed. Quantitative information is also provided for modeling of the effective yield strength, postyield strength ratio, residual strength, and ductile tearing of steel components subjected to cyclic loading.

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000376

Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading

Karl E. Barth

Papers

Modeling and characterization of fiber-reinforced plastic honeycomb sandwich panels for highway bridge applications

Efficient nonlinear finite element modeling of slab on steel stringer bridges

Finite element evaluation of pier moment-rotation characteristics in continuous-span steel I Girders

Behavior of steel tension members subjected to uniaxial loading

Strength and ductility of compact-flange I-girders in negative bending