Pounding and impact of base isolated buildings due to earthquakes

• Main Author: Agarwal, Vivek Kumar
• Other Authors: Niedzwecki, John M.
• Format: Others
• Language: en_US
• Published: Texas A&M University 2005
• Subjects: Pounding; Impact; Adjacent buildings; Earthquakes; Dynamics; Base isolation; Seismic isolation; Sliders; Friction bearings; Flat sliding surface; Lumped mass
• Online Access: http://hdl.handle.net/1969.1/2217

As the cost of land in cities increases, the need to build multistory buildings in close proximity to each other also increases. Sometimes, construction materials, other objects and any projections from a building may also decrease the spacing provided between the buildings. This leads to the problem of pounding of these closely placed buildings when responding to earthquake ground motion. The recent advent of base isolation systems and their use as an efficient earthquake force resisting mechanism has led to their increased use in civil engineering structures. At the same time, building codes that reflect best design practice are also evolving. The movement of these base isolated buildings can also result in building pounding. Since base isolation is itself a relatively new technique, pounding phenomenon in base isolated buildings have not been adequately investigated to date. This study looks at the base isolated response of a single two story building and adjacent two story building systems. Four earthquakes with increasing intensity were used in this study. It was found that it is difficult to anticipate the response of the adjacent buildings due to non- linear behavior of pounding and base isolation. The worst case for pounding was found to occur when a fixed base and base isolated buildings were adjacent to each other.