SOLUTII PENTRU SUCCESUL PROIECTELOR

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ORHIDEEA TOWERS BUCHAREST. OFFICE BUILDING 3 basements + ground floor + 19 floors + technical floor (3S+P+19E+ET). OVERALL DESCRIPTION AND NONLINEAR ANALYSIS



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 […]

MODIFICATION OF THE FUNDAMENTAL PERIOD OF STRUCTURES HAVING MULTIPLE UNDERGROUND STOREYS, DEPENDING ON THE MODE OF INTERACTION WITH THE SOIL CONSIDERED FOR DESIGN PURPOSES

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 […]

(Română) DEZVOLTAREA SI MODERNIZAREA AEROPORTULUI INTERNATIONAL “HENRI COANDA” – SOLUTII TEHNICE SI TEHNOLOGICE APLICATE PENTRU EXECUTIA TERMINALULUI PLECARI INTERNATIONALE “FINGER”



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, […]

(Română) PREZENTARE CALCULUL LA FORTA TAIETOARE CONFORM SR EN 1992-1-1:2004. COMPARATIE CU PREVEDERI STAS 10107/0-90, AICI 318M-08, NZS 3101:2006

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.