Results 91 to 100 of about 25,310 (191)

Load bearing structure of administrative building [PDF]

, 2014
Bakalářská práce se zabývá návrhem a posouzením nosné železobetonové konstrukce administrativního objektu o dvou nadzemních a jednom podzemním podlaží.
Kudrna, Jan
core  

Deflection and cracking behavior of RC beams strengthened in flexure [PDF]

, 2009
To understand and predict the effect of externally bonded reinforcement (EBR) on the serviceability behavior of FRP (fibre-reinforced polymer) strengthened members, four-point bending tests have executed on reinforced concrete (RC) beams with span length
Matthys, Stijn, Taerwe, Luc
core   +1 more source

Serviceability limit states [PDF]

, 2013
openaire   +2 more sources

Slab bridge with FRP reinforcement [PDF]

, 2016
Bakalářská práce se zabývá návrhem nového deskového mostu přes řeku Svitavu. Vyztužení nosné mostní konstrukce s délkou 12,89 m a plným obdélníkovým průřezem je provedeno FRP pruty a porovnáno s nepředepjatou ocelovou výztuží.
Paravan, Marek
core  

Modelling of timber joints in traditional structures [PDF]

, 2006
Original unstrengthened timber connections and the effects of different strengthening techniques have been evaluated experimentally with tests on full-scale birdsmouth joints.
Branco, J., Cruz, P., Piazza, M., Varum, H.   +3 more
core   +1 more source

Study of pedestrian-induced vibrations on timber footbridges

Maderas: Ciencia y Tecnología, 2014
In Brazil, studies about pedestrian-induced vibrations on footbridges have been carried out since the early 1990s, for concrete and steel footbridges. However, there is no record of such studies and the Brazilian Standard NBR 7190 (1997) for the design ...
P. G. A. Segundinho
doaj  

Investigation of Feasible Pavement Design Alternatives for WisDOT [PDF]

, 1999
The current pavement design and selection process of WisDOT for all new pavements or reconstructions of existing pavement structures provides for the design of one asphaltic concrete (AC) and one portland cement concrete (PCC) pavement alternative.
Crovetti, James, Owusu-Ababio, Sam
core   +1 more source

Assessment of spread foundation settlement using statistical determination of characteristic values of subsoil properties

Studia Geotechnica et Mechanica
According to Eurocode 7, limit state design codes generally draw more attention to ultimate limit states than to serviceability limit states. This paper presents the problem of settlement assessment of spread foundations on clays when the foundation ...
Rabarijoely Simon, Lechowicz Zbigniew, Sulewska Maria Jolanta   +2 more
doaj   +1 more source

A Modified Trilinear Post-Cracking Model for Fiber-Reinforced Concrete to Improve the Evaluation of the Serviceability Limit State Performance. [PDF]

Materials (Basel)
Zhang F, De Corte W, Liu X, Bao Y, Taerwe L.   +4 more
europepmc   +1 more source

Experimental Evaluation of a Concealed Anchoring System for Large-Format Thin Ceramic Panels Under Wind Loading in Ventilated Façades. [PDF]

Materials (Basel)
Roviras Miñana J, Sarrablo Moreno V, Casariego Vales P.   +2 more
europepmc   +1 more source