Results 251 to 260 of about 979,807 (301)
Some of the next articles are maybe not open access.
1972
So far in this book we have assumed that the load was specified in advance, i.e. that it had the form, for example, of a known function of time or of a quantity governed by a known functional dependence (so-called deterministic processes). Sometimes, however, such an assumption is far from reality; under certain circumstances actual loads, no less than
openaire +1 more source
So far in this book we have assumed that the load was specified in advance, i.e. that it had the form, for example, of a known function of time or of a quantity governed by a known functional dependence (so-called deterministic processes). Sometimes, however, such an assumption is far from reality; under certain circumstances actual loads, no less than
openaire +1 more source
Load distribution in moving furniture
American Journal of Physics, 1996Static equilibrium conditions are applied to the case of moving a piece of furniture. Assume that two people are carrying a piece of furniture down a hill with a uniform speed. The load distribution on both people is found to be a function of the slope of the hill, the difference in the heights of the two people, the length of the furniture, and, more ...
openaire +1 more source
Pavement Response to Moving Loads
Road Materials and Pavement Design, 2001ABSTRACT A multi-layer, four dimensional spatial and temporal, physical model for the dynamic responses of a road structure is established in an analytic framework by integrating together vehicle dynamics, road profiles characteristics, frictional characteristics of vehicle-road contacts, and pavement visco-elastic properties.
openaire +1 more source
Moving inclined load at boundary surface
Applied Mathematics and Mechanics, 2005zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Kumar, Rajneesh, Ailawalia, Praveen
openaire +2 more sources
Membrane deformation by a moving load
Journal of Applied Mathematics and Mechanics, 1997Small steady deformations (displacements) of the elements of a homogeneous membrane caused by a [force] load moving uniformly along one of the axes with velocity exceeding the velocity of propagation of elastic waves in the membrane are investigated.
G.G. Denisov, V.V. Novikov
openaire +1 more source
Statistical moving load identification including uncertainty
Probabilistic Engineering Mechanics, 2012Abstract Most existing approaches of moving load identification treat the structure–load interaction problem as deterministic in which the identified results do not have any statistical prediction on their quality. In fact, uncertainties exist in both the interaction forces and structural responses, and the existence of the uncertainty erodes the ...
S.Q. Wu, S.S. Law
openaire +1 more source
Moving Loads and Car Disc Brake Squeal
Noise & Vibration Worldwide, 2003Disc brake vibration and squeal is a source of irritation and distraction. A squealing brake gives customers the impression of underlying quality problems of the vehicle. The warranty cost due to disc brake noise is very high and has led to much research and investment in tackling disc brake vibration and noise.
openaire +1 more source
Random Vibration of Beam under Moving Loads
Journal of Engineering Mechanics, 1994Structural response to moving loads is an important area of study for highway bridge designers. In this paper, a new approach for the evaluation of nonstationary stochastic response of a bridge under moving loads of vehicular traffic is presented. The random nature of the force arrivals at bridge beams constitute a Poisson process of events.
openaire +2 more sources
The Finite Beam With a Moving Load
Journal of Applied Mechanics, 1967A “method of images” series solution is obtained which converges rapidly for a simply supported, long beam with a high-velocity, moving concentrated load. Each term of the series is a Fourier integral solution for an appropriate semi-infinite beam problem.
openaire +1 more source
Beams and shells with moving loads
International Journal of Solids and Structures, 1971Abstract The transient response of the Euler-Bernoulli beam and the Timoshenko beam on elastic foundations due to moving loads is reviewed, using, however, a considerably simpler vector formulation with a Laplace rather than Fourier transformation.
openaire +1 more source

