Determination of inertia forces at an intraocular lens implant during saccades

Author(s):  
H. Martin ◽  
U. Bahlke ◽  
R. Guthoff ◽  
L. Rheinschmitt ◽  
K. P. Schmitz
Ophthalmology ◽  
1990 ◽  
Vol 97 (10) ◽  
pp. 1259-1264 ◽  
Author(s):  
David L. Guyton ◽  
Hiroshi Uozato ◽  
H. Jay Wisnicki

Author(s):  
Vladimir Volianiuk ◽  
Dmitry Mishchuk ◽  
Eugene Gorbatyuk

Self-propelled jib cranes are most widely used in construction for loading and unloading operations, the main advantage of which, among other types of cranes, is high mobility. The share of self-propelled jib cranes in construction is more than 60%. An important element of the construction of self-propelled jib cranes is the boom, the strength of the structure of which largely depends on the safety of the crane and the prevention of accidents that lead to injuries and death of maintenance personnel. When calculating the crane boom for strength, power of electric motors for changing the departure of the boom and turn, the brakes of these mechanisms must take into account all types of loads acting on the rotary boom with load, including inertial, which account for a significant share among other loads. The paper considers the calculation of the following moments of inertia forces: created by vertical inertial forces during braking of the load lifting mechanism; arising from the mass of the load and the boom during the period of unstable movement of the mechanism of change of the boom departure during start-up and braking; the load created by centrifugal force which arises at rotation of a rotary part of the crane; arising from the mass of the load and the boom during the period of unstable movement of the crane rotation mechanism. When calculating these moments of inertia, the following initial data are taken into account: geometric dimensions of the crane, weight and length of the boom, weight and height of the load, angle of the self-propelled crane in the construction area, radius of the crane boom, boom and load speeds, start and braking times mechanisms for lifting the load, changing the departure of the boom and turning the crane. The obtained dependences for determining the inertial loads of the rotary boom of a self-propelled crane will allow more accurately taking into account multiple factors to calculate the values of these loads in order to perform strength calculations of the boom, selection of components for lifting, changing the boom and turning the crane.


2014 ◽  
Vol 43 (0) ◽  
pp. 145-152
Author(s):  
Itsumi Watanabe ◽  
Chikako Suto ◽  
Emiko Shimamura ◽  
Eri Hiruta ◽  
Yuta Fuchie

2001 ◽  
Vol 917 (1-2) ◽  
pp. 105-110 ◽  
Author(s):  
Birgitta Ander ◽  
Anders Karlsson ◽  
Åke Öhrlund

1966 ◽  
Vol 1 (10) ◽  
pp. 47 ◽  
Author(s):  
A. Paape ◽  
H.N.C. Breusers

The increase in applications of off-shore structures has raised a growing interest in the determination of wave forces on piles. Both theory and model experiments have been applied to establish relations between wave characteristics, shape and dimensions of piles and wave forces exerted. As far as theory and computations are involved, the wave forces are generally assumed to be the resultant of drag and inertia forces. The influence of typical features of the flow pattern around the pile on the forces exerted is expressed in coefficients of drag (C_) and inertia (C..) which are, in practice, generally assumed to be dependent on the shape of the pile only. The latter assumption is not correct, which partly explains the variety in magnitude of CD. and CM„ which is found in literature, The time-dependancy of the flow pattern leads to an influence of pile dimensions relative to those of orbital motions. The aim of the paper is to draw attention to this phenomenon and to provide a possible starting point for a more reliable approach of wave forces. The nature of forces exerted by oscillating flow is briefly discussed and illustrated by results of model experiments and computations. Subsequently model investigations on piles are described, the results of which are compared with computations for constant coefficients of drag and inertia.


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