Large Amplitude Vibrations of Geometrically Imperfect, Clamped Anti-Symmetric Angle and Cross Ply Rectangular Plates

Effect of Boundary Conditions on Stud Connector Forces in Composite Systems

Operational Cloud Seeding Projects in the Western United States
The physical concepts of weather modification were developed and tested in the mid 1940's by Vincent Schafer and Bernard Vonnegut. Since that time, many projects have come...

Design of Offshore Pipelines for Ice Environments
Design and installation of offshore pipelines in cold regions requires special care. Low ambient temperatures may cause increased friction losses in oil and gas lines due to wax crystallization...

Implementing Effective Traffic Control Plans in Construction Zones

Boundary Conditions in Limited Area Simulation of Tidal Rivers

Cold Weather Effects on Underground Pipeline Failures

Eigenvalues of Structures Carrying Sheets of Liquid

Comparisons of Buckling Load Predictions for a Ring Stiffened Cylinder

Circular Plates of Rectangular Orthotropy

Fatigue of Two Year Weathered A588 Stiffeners and Attachments
An experimental program examined the effect of A588 steel specimens with transverse stiffeners and attachments. It was found that two years of continuous weathering, prior to stress cycling...

Simulation Approach to Assess Highway Performance
A procedure is presented that can be utilized to estimate the impacts of alternative financing policies and other highway related factors on future highway system performance. The approach...

Dispersion in Three Dimensions: Approximate Analytic Solutions
Solutions to three-dimensional convection dispersion equation under different boundary conditions are obtained by integrating the appropriate Green's functions. Two approximations are...

Beams Under Lateral Projectile Impact
The influence of transverse shear effects, rotary inertia and the boundary conditions on the dynamic behavior of rigid perfectly plastic beams subjected to projectile impact at midspan...

Generalized Wave Equation in Finite Domains
A generalized equation governing one dimensional wave propagation in finite domains is solved by employing the finite Sturm-Liouville transform. The formulation includes the effects of...

Finite Beams on Elastic Foundation with Restraints
A solution is presented of the differential equation of finite beams with elastic restraints, resting on a Winkler foundation in terms of the initial conditions at one end of the beam....

New Structural Systems for Zero-Maintenance Pavements
Unique and infrequently used concepts and systems suitable for zero-maintenance pavements are identified. For this study, a zero-maintenance pavement is defined as one that will provide...

Bedload and Size Distribution in Paved Gravel-Bed Streams
Field data are used to study the size distribution of bedload in paved gravel-bed streams. Similarity analysis yields the results that all grain size ranges are of approximately equal...

Porous Pavement: Research, Development, and Demonstration
This paper discusses the U.S. Environmental Protection Agency's porous pavement research program along with the economies, advantages, potential applications, and status and...

The IUH of General Hydrologic System Model
This paper describes two simple and practical forms of the general hydrologic system (GHS) model, including a 5-parameter model and a 3-parameter model, and derives and compares their...

 

 

 

 

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