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Finite Element Analysis of soft Foundation Strengthening by Vacuum Loading from Lower Position
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作者 Qiu, CL Yan, SW 《China Ocean Engineering》 SCIE EI 1997年第1期109-118,共10页
Strengthening soft foundation by vacuum loading from lower position is a new method of accelerating the consolidation of dredger fill. This paper presents the mechanism of soft foundation strengthening by vacuum loadi... Strengthening soft foundation by vacuum loading from lower position is a new method of accelerating the consolidation of dredger fill. This paper presents the mechanism of soft foundation strengthening by vacuum loading from lower position and evaluates the effectiveness of this method under various boundary conditions by means of finite element method (FEM) on the basis of Biot's consolidation theory. 展开更多
关键词 soft foundation strengthening vacuum loading lower position FEM
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Structural Retrofitting of Old Illyria Hote
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作者 Feti Selmani Musa Stavileci 《Journal of Civil Engineering and Architecture》 2013年第12期1507-1513,共7页
Illyria hotel (formerly Bozhur) was built during the sixties in the heart of the actual Kosovo's capital Prishtina, according to former old Yugoslav standards in a Modernist architectural style. It represents a mas... Illyria hotel (formerly Bozhur) was built during the sixties in the heart of the actual Kosovo's capital Prishtina, according to former old Yugoslav standards in a Modernist architectural style. It represents a massive structural system with brick walls up to 54 cm thick and "avramenko" type reinforced concrete floors. The investor's aim was to add another two floors on the top of the existing ones and to build two level underground parking floors, a health spa centre, whilst at the vicinity of the existing building (the northern side) to erect a new 17 story-high brand new hotel and administration building. The retrofitting of the structure as well as construction of the new structure has been done in full accordance with the new structural Eurocodes' recommendations. 3D FEM (finite element method) modeling was used for the analysis and design, using ETABS v 9.5 nonlinear and ARSAP 2010 (Autodesk Robot Structural Analysis Professional 2010). Response spectrum design according to EC 8,3.2.2.4 has been used for seismic analysis and design with a reference peak ground acceleration on type A ground Of AgR = 0.25 g. 展开更多
关键词 Structural retrofitting reinforced concrete shear walls foundation strengthening column jacketing
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