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<i>Cappella dei Principi</i> in Firenze, Italy: Experimental Analyses and Numerical Modeling for the Investigation of a Local Failure
Publisher: American Society of Civil Engineers
Abstract: The paper reports the results of a research aimed at analyzing and interpreting the cracking pattern on the
Wrinkled Membranes and Cable-Stayed Bridges
Publisher: American Society of Civil Engineers
Abstract: In seeking an efficient arrangement for the bearing cables of a cable-stayed bridge, inspiration is drawn from the natural wrinkling behavior of in-plane stressed triangular membranes. The bridge deck is thought of as being ...
Storminess and Environmental Changes in the Mediterranean Central Area
Publisher: American Meteorological Society
Abstract: Earth ecosystems are not static, and they respond to environmental changes, particularly climatic and anthropogenic. Precipitation varying in its extremeness, with shifts to greater or lesser intensity of individual storms ...
Analytical Solution and Exact Effective Thickness of Multilayered Laminated Glass Cantilevered Balustrades
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Cantilevered laminated glass balustrades present design challenges. The cross-sectional warping allowed by the end constraint induces such strong asymmetrical deformations that traditional methods, defining the effective ...
The Stress State in an Elastic Disk Due to a Temperature Variation in One Sector
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Consider a linear elastic infinite disk, a sector of which, of arbitrary opening angle 2β, is subjected to a uniform temperature increase ΔT with respect to the complementary portion. An analytical solution is sought, ...
Variable Time-Steps in the Numerical Implementation of Viscoelastic Fractional Models for Laminated Glass
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Numerical approaches are elaborated to calculate the rheological response of laminated glass beams, whose viscoelastic interlayer is modeled via fractional calculus. This mathematical description is very effective when the ...
Effective Width of the Slab in Composite Beams with Nonlinear Shear Connection
Publisher: American Society of Civil Engineers
Abstract: The stiffness and strength of a composite structure formed by a slab and an underlying beam made of different materials strongly depends on the shear coupling at their interface, which in general is not perfect because of ...
Discontinuous Deformation of Tensile Steel Bars: Experimental Results
Publisher: American Society of Civil Engineers
Abstract: Marked differences have been observed between the global and local responses of tensile steel bars—the first traditionally defined by considering average strains (displacement of the bar's ends divided by its undistorted ...
A Simple Model for Inflexed Multilayered Laminated Glass Beams Based on Refined ZigZag Theory
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Laminated glass is a composite made of glass plies sandwiching polymeric interlayers, permanently bonded with a process at high pressure and temperature in autoclave. Within the quasielastic approximation, according to ...
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