Friday May 4th, 2012


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) 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.