Sentence examples for behavior of reticular shells from inspiring English sources

The dynamic behavior of reticular shells as a whole family of innovative spatial structures is quite different from those of traditional structures, such as multi-storey and tall buildings.

The chapter examines two kinds of failure mechanism of reticular shells: the dynamic instability mainly due to the second-order effect of shell structures and the strength failure mainly due to excessive development of plastic deformation.

The chapter emphasizes that the study of failure mechanism of reticular shells under severe earthquake motions is essential to realize the requirements of a performance-based earthquake-resistant design philosophy.

Hutchinson, J.W., " Buckling and Initial Postbuckling Behavior of Oval Cylindrical Shells under Axial Compression". Jour.

The book focuses on the dynamic behavior of shells of revolution rotating about their symmetrical axes.

Hutchinson, J.W., " Initial Post-Buckling Behavior of Toroidal Shell Segments". Int.

Open image in new window Fig. 15 Axial force displacement behavior of cylindrical shell with cutout (shell diameters 20 m, shell thickness 15 mm).

The plentiful results obtained from the study of earthquake engineering for multi-storey and tall building structures cannot be directly applied to reticular shell structures.

An interesting behavior of these extracted inner shells is in their ability to self-retract into the outer shells when the extracting force is removed [11].

This chapter discusses the modeling of thermo-mechanical behavior of brittle material using shell elements.

El-Abbasi and Meguidin (2000) used a new thick shell element to study the thermoelastic behavior of functionally graded plates and shells.