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[PDF] Top 20 Lat. Am. j. solids struct. vol.8 número3

Has 10000 "Lat. Am. j. solids struct. vol.8 número3" found on our website. Below are the top 20 most common "Lat. Am. j. solids struct. vol.8 número3".

Lat. Am. j. solids struct.  vol.8 número3

Lat. Am. j. solids struct. vol.8 número3

... ANSYS software was employed in establishing the finite element model of the 24.768m guideway. The natural vibration properties of the guideway were analyzed and there are 40 frequencies and mode shapes altogether ... See full document

16

Lat. Am. j. solids struct.  vol.8 número3

Lat. Am. j. solids struct. vol.8 número3

... deformation in which the effect of imposed temperature field was discussed in detail. Ng et al. [12] dealt with the parametric resonance of FG rectangular plates under harmonic in-plane loading. Vel and Batra [2, 3] ... See full document

13

Lat. Am. j. solids struct.  vol.8 número3

Lat. Am. j. solids struct. vol.8 número3

... For the demonstration of the method a welded specimen made from 1020 steel was used. A series of 8 holes were located in the middle of the plate, perpendicular to the welding, with a depth of approximately 0.8 mm. ... See full document

6

Lat. Am. j. solids struct.  vol.8 número3

Lat. Am. j. solids struct. vol.8 número3

... In order to resolve existing inabilities in the approach presented by Naar et al. regarding bending response analysis of ships with short superstructures, a new method is provided in this paper. The adopted concept for ... See full document

26

Lat. Am. j. solids struct.  vol.8 número3

Lat. Am. j. solids struct. vol.8 número3

... The Capacity Spectrum Method (CSM) compares the capacity of a structure with the demands of earthquake ground motion on the structure by a graphical procedure. Simplified seismic performance evaluation procedures based ... See full document

13

Lat. Am. j. solids struct.  vol.8 número3

Lat. Am. j. solids struct. vol.8 número3

... Additional, existing research in this area may be divided into two categories: the optimal placement of actuators with or without the optimization of controller parameters for prede- termined structures [2, 26, 28, 29, ... See full document

30

Lat. Am. j. solids struct.  vol.8 número3

Lat. Am. j. solids struct. vol.8 número3

... Note that the optimization problem defined here tackles both nodal coordinates and cross- section areas at the same time, and thus can be classified as a simultaneous geometry and topolo[r] ... See full document

15

Lat. Am. j. solids struct.  vol.8 número3

Lat. Am. j. solids struct. vol.8 número3

... Tab. 2 reveals that the difference between the undamped and damped natural frequencies of the studied system is very small. Also, the results show that the undamped natural frequencies of the system in all of the first ... See full document

22

Lat. Am. j. solids struct.  vol.8 número3

Lat. Am. j. solids struct. vol.8 número3

... Levy [13] has developed a refined theory for thick plate for the first time using sinusoidal functions in the displacement field. Stein [28] has used theory using trigonometric functions for analysis of laminated beams ... See full document

15

Lat. Am. j. solids struct.  vol.8 número1

Lat. Am. j. solids struct. vol.8 número1

... in solids, observed that ‘iron, copper and other metals, even single bodies, when subject to a force or weight, curve and bend to the form of an arch before ... See full document

23

Lat. Am. j. solids struct.  vol.8 número1

Lat. Am. j. solids struct. vol.8 número1

... deformation. The maximum stretching deformation occurs at the centre, and it reduces with the increase of the distance from the centre. Note that an abnormal signal recorded from gauge 1 may be caused by core shear with ... See full document

14

Lat. Am. j. solids struct.  vol.8 número1

Lat. Am. j. solids struct. vol.8 número1

... γ the differential problem for vibrations of a composite body does not consist only of the system of equations, denoted in our notation by (10) h , restricted to the union of domains (15), along with the boundary ... See full document

28

Lat. Am. j. solids struct.  vol.8 número1

Lat. Am. j. solids struct. vol.8 número1

... (Fig. 8) at the close of the period of analysis when the vibration is almost free should be the initial period of vibration of the column in the undamaged ... See full document

27

Lat. Am. j. solids struct.  vol.7 número3

Lat. Am. j. solids struct. vol.7 número3

... An extensive number of models as described above, was analysed using the MACRO code run within ANSYS environment. The code enables the user to perform all pre-processing and post-processing activities in a very simple ... See full document

16

Lat. Am. j. solids struct.  vol.7 número3

Lat. Am. j. solids struct. vol.7 número3

... film as active element on a cantilevered beam, they were able to demonstrate active damping of the first vibrational mode. Crawley and de Luis [6] developed an induced strain actua- tor model for beams. They formulated ... See full document

21

Lat. Am. j. solids struct.  vol.9 número3

Lat. Am. j. solids struct. vol.9 número3

... The results are compared to the ones obtained with the FEM using linear elements and a Hierarchical Finite El- ement Method (HFEM) using higher order elements.. Keywords2[r] ... See full document

32

Lat. Am. j. solids struct.  vol.7 número3

Lat. Am. j. solids struct. vol.7 número3

... Dyson [9] carried out experimental investigation on the pile-soil interaction due to lateral loading (monotonic and cyclic) in sand and silt. All tests were carried out in a beam centrifuge machine at 100g and 160g. The ... See full document

20

Lat. Am. j. solids struct.  vol.7 número3

Lat. Am. j. solids struct. vol.7 número3

... Figure 1 displays the transverse displacement response of a clamped-clamped uniform Rayleigh beam under the action of concentrated forces moving at variable velocity for various values o[r] ... See full document

22

Lat. Am. j. solids struct.  vol.7 número3

Lat. Am. j. solids struct. vol.7 número3

... Figure 7 Robotic handler comprising Timoshenko beam members in a complex configuration: end force release, rigid offset, skewed edge, concentrated mass M = 2 Kg, concentrated spring K = 200 ton/mm, static load P = 5 ton ... See full document

27

Lat. Am. j. solids struct.  vol.7 número3

Lat. Am. j. solids struct. vol.7 número3

... For each of above cases, different models were created changing the age of the plate. The ages considered for the models were 5, 10, 15 and 20 years of exposure to the sea water. The corroded surfaces of the models were ... See full document

33

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