Zobrazeno 1 - 10
of 36
pro vyhledávání: '"Karlis Rocens"'
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 3, Iss 3, Pp 129-136 (2008)
High-strength hybrid composite cables with large specific strength on the basis of such materials as carbon fibre reinforced plastics (CFRP), glass fibre reinforced plastics (GFRP) and Vectran, are widely used in constructional practice. But using a
Externí odkaz:
https://doaj.org/article/0078669dd4b5485c9c6656bf7db30646
Publikováno v:
Journal of Civil Engineering and Management, Vol 18, Iss 6 (2012)
A suspension bridge is the most suitable type for a long-span bridge due to rational use of structural materials. Increased deformability, which is conditioned by the appearance of the elastic and kinematic displacements, is the major disadvantage of
Externí odkaz:
https://doaj.org/article/22613c6a990d4763b38be6c2ae9f4f9a
Autor:
Janis Brauns, Karlis Rocens
Publikováno v:
Engineering Structures and Technologies, Vol 2, Iss 2 (2010)
Methods of probability design and statistical control of reinforced concrete and composite structures lead to material economy and increase in reliability of buildings and constructions. Limit states of construction are to be caused by loads and mate
Externí odkaz:
https://doaj.org/article/a2584d665ae14e798b9cf6f0a1d59047
Autor:
Janis Brauns, Karlis Rocens
Publikováno v:
Journal of Civil Engineering and Management, Vol 10, Iss 3 (2004)
Composite columns and beams are a combination of concrete and steel elements realising the advantages of both types of materials. According to codes for concreteâ€filled column, the plastic resistance of the crossâ€section is given as a sum of
Externí odkaz:
https://doaj.org/article/6143205654b645f29123603f9cefb9b6
Autor:
Janis Brauns, Karlis Rocens
Publikováno v:
Journal of Civil Engineering and Management, Vol 4, Iss 4 (1998)
Buvo sukurtas pusiau empirinis metodas plienfibrio betono elementų darbui nustatyti. Jis grindžamas tų elementų vienašo tempimo ir gniuždymo bandymais. Metodas buvo plėtojamas remiantis grynuoju lenkimu ir naudojant idealizuotą plienfibrio be
Externí odkaz:
https://doaj.org/article/85f0252970584823b6098c733c65268d
Publikováno v:
Procedia Engineering. 172:292-299
In this research, the shear and tensile strength of birch plywood edge-to-surface were investigated with specially made specimens for determination of these properties for narrow glued joint. Various thicknesses (4,0; 6,5; 9,0) of plywood and the fib
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::07768595f45f2a42d75eb64288746636
Publikováno v:
Applied Mechanics and Materials. :716-721
Two types of prestressed cladding elements for the long span cable roofs were investigated. The first considered type of prestressed cladding element was pneumatic and formed by the generally woven by the basket weave fabric from the Vectra (LCP) yar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d46523849ddfc28255dc133504a18560
https://doi.org/10.4028/www.scientific.net/amm.725-726.716
https://doi.org/10.4028/www.scientific.net/amm.725-726.716
Autor:
Karlis Rocens, Janis Sliseris
Publikováno v:
Composite Structures. 98:15-23
A new optimization technique of composite plates with discrete varying stiffness is proposed. It consists of three main steps. Analysis of optimal continuous varying bending and shear stiffness of plate is done in the first step by minimizing structu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f3dfd6f1098bd52f97238eebd8a9dfbf
https://doi.org/10.1016/j.compstruct.2012.11.015
https://doi.org/10.1016/j.compstruct.2012.11.015
Simplified Method of Determination of Natural-Vibration Frequencies of Prestressed Suspension Bridge
Publikováno v:
Procedia Engineering. 57:343-352
A suspension bridge is the most suitable type for a long-span bridge. Increased kinematic displacements are the major disadvantage of suspension bridges. This problem can be solved by application of prestressed cable truss. Dynamic approach is one of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2222a147a11be7385db2c7c45d477ad3
https://doi.org/10.1016/j.proeng.2013.04.046
https://doi.org/10.1016/j.proeng.2013.04.046
Publikováno v:
Journal of Constructional Steel Research. 62:1295-1301
The hierarchic structure is formed by the negative Gaussian curvature type saddle-shaped cable roofs by suspending separate roof’s corners to a higher level cable structure. These systems can be inter-combined to form wider roof areas. In order to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::311c7907101022e9fb678c242b16d951
https://doi.org/10.1016/j.jcsr.2006.04.025
https://doi.org/10.1016/j.jcsr.2006.04.025