Designed and Detailed, authored by Higgins and Hollington, was originally published by the Cement and Concrete Association in 1973. It was immediately a best seller and was particularly popular with university students as it presented the design process for the elements of a simple concrete-framed ...
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GCG 9 Designed and detailed. Eurocode 2. 4th editionConcrete Society
Eurocode 8Fragility curvesFrame buildingsProbability – conditional probability – probability of exceeding a damage stateFragility curves are constructed for prototype regular RC frame and wall-frame buildings designed and detailed per EC 2 and EC 8. The aim is to evaluate how the Eurocodes achieve ...
The worsening influence of the larger scattering in this parameter on the structure safety, leads to a proposed increase of the characteristic values of recycled aggregate concrete, when compared to conventional concrete.AbstractIntroductionTheoryMethodologyResults of Calculations and DiscussionSummary and ...
Seismic Assessment of an Industrial Frame Structure Designed According to Eurocodes Part 2: Capacity and Vulnerability. Dimova S L,Negro P. Engineering Structures . 2005S. L. Dimova, P. Negro, Seismic Assessment of an industrial frame structure designed according to euro codes. Part2: capacity ...
out-of-planein-plane/out-of-plane interactionnonlinear dynamic analysisbehaviour factorIncremental dynamic analyses are performed on 48 infilled reinforced concrete buildings different for infill typology, number of storeys and design peak ground acceleration (PGA). A modelling strategy accounting for in...
Panagiotakos TB, Fardis M (2004) Seismic Performance of RC Frames Designed to Eurocode 8 or to the Greek Codes 2000. Bulletin of Earthquake Engineering, 2, 221-259.PANAGIOTAKOS, T.B.; FARDIS, M.N. "Seismic performance of RC frames designed to Eurocode or to the Greek Codes 2000". ...
Characteristic results from a detailed parametric investigation show that maximum response in terms of global and inter-storey drifts is notably affected by degradation phenomena, in addition to the earthquake frequency content and the scaled inelastic demands. Consistently, both SDOF and frame systems ...
Considering that the building is torsionally sensitive in the nonlinear range, it was further checked and verified using nonlinear dynamic and static procedures, using a detailed space-frame model. Specifically, time-history analysis for seven different excitations, as well as respective inelastic ...