POUNDING OF ADJACENT RC BUILDINGS DURING SEISMIC LOADS

[TAFATNEB]

POUNDING OF ADJACENT RC BUILDINGS DURING SEISMIC LOADS

Author: Mizam DOĞAN1, Ayten GÜNAYDIN2 | Size: 1.7 MB | Format: PDF | Quality: Unspecified | Publisher: Journal of Engineering and Architecture Faculty of Eskişehir Osmangazi University, Vol: XXII, No:1, 2009 | Year: 2009 | pages: 17

Turkey is in high seismic risk zone. On a possible earthquake, adjacent buildings which are not separated from each other properly are under pounding risk. Although gap size requirements are given in Turkish Earthquake Code (TEC), in Turkey, adjacent buildings are still been constructing with insufficient gap sizes. In this paper; results of pounding and effects of pounding to structural elements of buildings are studied. Stress analyses are made on frame models for different impact points and analysis results are discussed. It is concluded that pounding forces are not completely absorbable because of their high values but their effects on structure can be reduced by placing elastic materials between adjacent buildings or by reinforcing structural systems with cast-in-place reinforced concrete (RC) walls

Code:

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

This post has been made by CivilEA Post-Generator v2.2.0