WebSep 3, 2024 · Step 1: Initially, the analysis is carried out considering individual buildings and calculated for the seismic gap. Step 2: Then, the buildings are placed adjacently with proper seismic gap considered. Step 3: Analysis is carried out for both model 1 and model 2; seismic pounding between the adjacent buildings is verified. WebIn order to observe seismic pounding between adjacent reinforced concrete buildings, G+5, G+7 and G+9 bare framed building models as shown in Figs. 1 to 2,with fixed support residing at same ground level, are selected and analyzed using SAP2000 version 20.0’s linear static analysis.The buildings selected are of regular and
Effect of pounding on nonlinear seismic response of skewed …
WebRavindranatha et al. (2015) [4] studied on the seismic pounding between adjacent buildings. Prevention techniques of pounding between adjacent buildings due to earthquakes are studied. An adjacent building combination of G+8 and G+5 storeys with 80 mm expansion joint was analysed using time historey of Elcentro earthquake data. WebAbstract Seismic poundings between inadequately separated buildings have been observed in most previous major earthquakes. Pounding usually caused local damage around the impacting areas, and in extreme cases, collapse of the building structures. ra 8750
Seismic Pounding - 3-story and 4-story wood structures
WebFeb 8, 2009 · Whenever seismic forces act on adjacent structures, they collide and cause significant structural and architectural damage. Soil-Structure Interaction (SSI) effects cause more complications in the adjacent structures. Web1.2 Seismic Pounding Effect between Buildings: Pounding is one of the main causes of severe building damages in earthquake. The non-structural damage involves pounding or movement across separation joints between adjacent structures. Seismic pounding between two adjacent buildings occur during an earthquake different dynamic … WebDuring the shake table tests, the acceleration is applied in the longitudinal direction (axis X) so as to generate the slab-to-slab pounding between the two adjacent structures.The three-directional (X, Y and Z) acceleration time-histories at the four corners at the shake table are recorded and employed as the seismic input in the following numerical pounding … ra8750