When an accidental discovery in South America leads to a lifetime pact between total strangers, only one among them takes the promise to heart and hands it down to his next generation. Driven by an intense desire to unleash the secrets that lie inside the mysterious cylinder given to him by his infamous father, one man starts a chain reaction of events that draws the attention of the F.B.I. , C.I A. and a cadre of governmental security agencies from around the globe. Brenda Tyler-Crane disrupts her dead end job at the C.I.A. when her best friend disappears without a trace. Within days, several international kidnappings occur which seem to tie total strangers to the cause of his disappearance. Soon after all the hostages are found, a new discovery shocks the world’s scientific community and leaves the most eloquent among them holding the keys to the future of mankind and totally lost for words. The Cylinders is the first in a series of Brenda Tyler-Crane stories.

Dale Chihuly's Ulysses Cylinders-with drawings by Seaver Leslie adapted to glass-follow the course of James Joyce's Ulysses. They capture the spirit of the novel and its place in Irish culture, bringing new light to one of the masterpieces of the 20th Century.Striking, enigmatic, and provocative, the Cylinders stand as some of Chihuly's most intellectually compelling and unique works. In this new book, stunning images of the Cylinders are accompanied by essays from art and literary critics which frame the history and significance of both Chihuly's work and the work of Joyce.

A strain energy theory is developed for the calculation of the critical load for the inward bulge type of general instability of reinforced monocoque cylinders subjected to pure bending. The deflected shape at buckling is assumed to be represented by an expression containing eight free parameters in addition to the two characterizing the wave lengths of the circumferential and axial directions. The theory is applied to two representative cylinders of the GALCIT test series and to two of the PIBAL series. The critical stresses calculated are 8.3 to 22.9 percent higher than the experimental values.

The general objective of the investigation was to study experimentally the behavior to failure of flexible, horizontally oriented cylinders buried at various depths in dense, dry sand and subjected to either static or dynamic surface overpressures. Static and dynamic tests were conducted on 33 different cylinders, fabricated of high-yield-strength aluminum. Results indicated that collapse of the cylinders occurred while the strains in the cylinder walls were still in the elastic range. The cylinders buried at the shallow depths (zero to one-half cylinder diameter above the crown) collapsed by a catastrophic snap-through or caving of the crown. For the cylinders buried at depths of three-quarters to two cylinder diameters above the crown, the mode of collapse was an instantaneous elastic buckle that occurred at the spring line or invert of the cylinder. The collapse mode of the cylinders under dynamic overpressure was similar to that of the cylinders collapsing under static overpressure. The results of the investigation verified the applicability of an equation for predicting the static collapse overpressure for smooth-walled, horizontally oriented, buried cylindrical structures and entranceways. The hoop-compression theory was found to be applicable for analyzing the structural design to determine if the cylinder would collapse in the elastic range. (Author).