The Institute of Theoretical and Applied Mechanics 9 records found  Search took 0.02 seconds. 
1.
A qualitative analysis of influence of cross-flow shear on its interaction with a jet emanating perpendicularly from the wall is presented. The linear shear flow was gene [...]
2.
The paper describes a new method of analysis of the non-stationary response of a bridge model subjected to the wind load. The analysis is based on the decomposition of th [...]
3.
Lateral seismic reactions and their impact to supporting structures piers and piles of highway arc bridge are analysed. Due to the fact that not accurate values of soil p [...]
4.
Proposed paper focuses on review of filtration stability of the part of river Danube adjacent region in Bratislava providing realisation of treatment on Danube, designed [...]
5.
Trucks moving around the roads and bridges cause their wear and damage. The mechatronical solution can help by the usage of controlled variable suspension damper that lea [...]
6.
The beam with an axial force is coupled by an elastic layer of Winkler type with the pretensiled string. It is subjected to a row of moving forces. The theoretical model [...]
7.
Checking analyses of large steel tanks with fluid have been carried out within the frame of the project of completion of Units 3 a 4 of the nuclear power plant Mochovce. [...]
8.
The bridges, footbridges and broadcast towers create an important subset of infrastructure subjected to dynamic loading of various origins. Especially, exposed to wind, t [...]
9.
The cable–stayed bridges are usually built for long span and are subjected to dead and moving loads, seismic motions of supports to wind forces, temperature and many ot [...]

Haven't found what you were looking for? Try your search on other servers:
recid:1840 in Amazon
recid:1840 in CERN EDMS
recid:1840 in CERN Indico
recid:1840 in CERN Intranet
recid:1840 in CiteSeer
recid:1840 in Google Books
recid:1840 in Google Scholar
recid:1840 in Google Web
recid:1840 in IEC
recid:1840 in IHS
recid:1840 in INSPEC
recid:1840 in INSPIRE
recid:1840 in ISO
recid:1840 in KISS Books/Journals
recid:1840 in KISS Preprints
recid:1840 in NEBIS
recid:1840 in SLAC Library Catalog