Established in 2007 as a necessity to respond to customer demand with both technically and economically feasible solutions, the Department unites expertise from both design and civil engineering. The department benefits from extensive experience in the field of construction, its staff and collaborators participating in the design and execution of the most important projects in […]
A freiheit kreuzung webcamslocic web cambahai datingmacally icecam2 web camlea thompson casual sex metacafe brief presentation of the structure of an outstanding building constructed in Bucharest. The presentation is made not only from an architectural standpoint, but also from the perspective of the structural issues that it has raised. Such presentation stands, at the same […]
The design and dimensioning of the structural elements of a building are closely related to the accurate assessment of the dynamic parameters thereof. The modelling of the soil-structure interaction has become a prerequisite for the current design of buildings and this is in particular due to the influence that it has on the structure’s self […]
This article describes the technical solutions used the structural design of “UNICREDIT ŢIRIAC BANK” office building, located in Bucharest, 1st District, Expoziției Blvd. In elevation the building presents two basements, ground floor and fifteen stories, with a setback at the top floor, reaching to a total height of approx. 64.00 meters. Taking into account the […]
This article describes the steel structure assembly and execution technology used for the development of Romanian International Airport “Henri Coanda” Bucharest – Otopeni, a structure containing oversized elements that had to be erected during a very short period of time. The materials mix, reinforced concrete and steel, made possible the construction of this special building, […]
This article wwltv webcamskostenlose online sex horoskopefree dating xxxältere reformiert singlesrailraod webcamshttp://www.tuusulanosteopatia.fi/euc/webcams-rund-um-flagstaff intends to compare the design of reinforced concrete beams to shear force according to STAS 10107/0-90, EN 1992-1-1:2004, ACI 318M-08, http://www.fuzion.co.th/jam/different-viagra/ NZS 3101-2006. In particular we will be interested in the transition from STAS 10107/0-90 to SR EN 1992-1-1:2004 and the resulting consequences.