Zobrazeno 1 - 10
of 52
pro vyhledávání: '"Robert Kliger"'
Autor:
Bäckström, Magnus, Robert Kliger, I.
Publikováno v:
In Construction and Building Materials 2009 23(1):71-77
Autor:
Tomasz Nowak, Thomas Lechner, Witold Misztal, Karin Ericsson, Elzbieta Lukaszewska, Ewa Karawajczyk, Robert Kliger
Publikováno v:
International Journal of Heritage Architecture: Studies, Repairs and Maintence. 2:218-229
The National Museum in Stockholm is Sweden’s leading museum of art and design. Behind the now closed doors of the National Museum and its construction coverings a renovation project is taking place, which began in 2014 and will be completed in 2018
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ed842bd9f6ab337c17f3a35d6734fbbc
https://doi.org/10.2495/ha-v2-n2-218-229
https://doi.org/10.2495/ha-v2-n2-218-229
Publikováno v:
BASE-Bielefeld Academic Search Engine
Using bonded fibre-reinforced polymer (FRP) laminates for strengthening wooden structural members has been shown to be an effective and economical method. In this paper, properties of suitable FRP materials, adhesives and two ways of strengthening be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c7db87bad3eb0fa1d40c613d6509c1d9
https://doi.org/10.1007/s00107-015-0970-5
https://doi.org/10.1007/s00107-015-0970-5
Publikováno v:
European Journal of Wood and Wood Products. 74:453-461
Stress-laminated-timber (SLT) bridge decks are a valid alternative to conventional short- and medium-span bridges in terms of cost and performance. SLT decks are made from a number of planks or glulam beams positioned side by side and stressed togeth
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4405235ffee9540b6d404c1ebb55b96b
https://doi.org/10.1007/s00107-015-0966-1
https://doi.org/10.1007/s00107-015-0966-1
Publikováno v:
Construction and Building Materials. 58:85-93
Historical structures represent part of the cultural heritage of every nation and societies pay considerable attention to their preservation and maintenance. In historical structures, it is essential to preserve the original structure to the greatest
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::110cf2a6c3732b342af58b0feac85a2b
https://doi.org/10.1016/j.conbuildmat.2013.12.080
https://doi.org/10.1016/j.conbuildmat.2013.12.080
Publikováno v:
Construction and Building Materials. 50:130-139
Understanding the failure mechanism of wood loaded in compression parallel to the grain has been shown to be an important parameter in the design of timber beams strengthened with fibre-reinforced plastics (FRP). In this paper, a constitutive relatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::22f747d2e74d5034154bc4682d99d5a3
https://doi.org/10.1016/j.conbuildmat.2013.09.018
https://doi.org/10.1016/j.conbuildmat.2013.09.018
Publikováno v:
Wood Science and Technology. 48:23-36
In the current project, a finite element model is developed to analyse the long-term behaviour of timber beams. The time-dependent response of wood subjected to bending and moisture changes is investigated in terms of strains and stresses. A rheologi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c02029f26d2f8ed6af7c680d101d02d
https://doi.org/10.1007/s00226-013-0581-4
https://doi.org/10.1007/s00226-013-0581-4
Publikováno v:
Journal of Bridge Engineering. 18:409-416
Stress-laminated timber (SLT) bridge decks are generally designed using either linear hand calculation methods or linear finite-element models. Several studies have shown, however, that the behavior of SLT decks is nonlinear when loaded until failure
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d7cc1de429084e663495c1b78dead8d
https://doi.org/10.1061/(asce)be.1943-5592.0000375
https://doi.org/10.1061/(asce)be.1943-5592.0000375
Publikováno v:
Construction and Building Materials. 41:790-800
The optimal use of Carbon Fibre Reinforced Polymer (CFRP) when strengthening timber beams loaded in bending involves considering placing the reinforcement on both the tension and the compression side, in order to utilise the ductile compression failu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1feade6cbdb901a9f206c767989a8dcf
https://doi.org/10.1016/j.conbuildmat.2012.12.038
https://doi.org/10.1016/j.conbuildmat.2012.12.038
Publikováno v:
Journal of Bridge Engineering. 17:691-699
A general assumption reported in the literature is that the structural response of a stress-laminated-timber (SLT) bridge deck is linear until failure. However, few studies of ultimate-load tests (ULTs) on timber bridges have been reported. A full-sc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::15007892a1b6a8fbe046f10ce716a9a3
https://doi.org/10.1061/(asce)be.1943-5592.0000304
https://doi.org/10.1061/(asce)be.1943-5592.0000304