Lat. Am. j. solids struct. vol.13 número16

The contribution and novelty of the present work is the use of integral equations (solved numer- ically by the Boundary Element Method) to study the effects of seismic actions

The cases cover changes in the variables of interest, which include the type of imperfection (either 2D or 3D); orientation angle  of the 2D imperfection; configuration of fiber

“European Standard EN1317 Road restraint systems - Part 7: Performance classes, impact test ac- ceptance criteria and test methods for terminals of safety barriers”, European

To mention a few, one can point out to the effect of composite bone structure, geometry and property of the mandible on stress distribution in the cor- tical and cancellous bones,

Nevertheless, when comparing the responses of the TSE specimens with those of the solid TSS tubes the peak forces and the specific energy absorbed are at least 4 times smaller,

In this paper, the behavior of the crack growth, the fatigue life of U-shape specimens under different level of loadings and the determination of the sheet thickness on the

Figure 13 shows the hysteretic response of the corrugated shear walls with different angles of corru- gation, but the same number of corrugation and wall thickness.. Figures 13a,

Dynamic behavior analysis of planar mechanical systems with clearance in revolute joints using a new hybrid contact force model, Journal of Mechanical Science and Technology