Without loss of generality, this design approach is fully detailed with reference to the specific case study of a five-storey steel frame building.
The applicability and accuracy of MSPA in predicting the seismic demand of dual wall-frame structures are investigated through a case study of four 25-storey reinforced concrete wall-frame structures subjected to different levels of the input ground motions.
The research is based on a case study of a one-storey timber-frame house, taking into account the climate data for three different European cities, those of Ljubljana, Munich (Muenchen) and Helsinki, whose average annual temperature and solar potential differ significantly.
The research is based on a case study of a two-storey house with a prefabricated timber-frame structural system and its parametric analysis of an increased-proportion-of-the-glazing-surfaces impact, taking the climate data for Ljubljana into consideration.
The effectiveness of the proposed method in achieving these targets is illustrated through sample case studies of four- and eight-storey SPSW systems for varied deSPSW systemsos.
Two independent case studies of two-storey buildings with timber floors stiffened with alternative techniques (addition of 45° oriented timber boards, of steel plates or of a 50-mm thick reinforced-concrete slab) have been analysed using three-dimensional numerical models.
Here, as detailed example of simplification process, a case study of a large multi-storey office building is modelled starting with a previous detailed simulation performed through EnergyPlus and Openstudio software.
A shake table study of single-bay two-storey model of conventional ordinary concentric braced frame (OCBF) and aluminum shear-link enabled braced frame (SLBF) was conducted to evaluate the performance of shear-link as energy dissipation device.
We also took advantage of the fact that when comparing two genomes, we always have a genome of better quality to map the detected candidate sequences, to greatly reduce the dimensionality of the data to be analyzed, thus increasing the power of our study (Storey and Tibshirani 2003).
The plentiful results obtained from the study of earthquake engineering for multi-storey and tall building structures cannot be directly applied to reticular shell structures.
