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Effect of historical earthquakes on pre-stressed anchor tie back diaphragm wall and on near-by building
2013
HBRC Journal
Pre-stressed tie back anchored diaphragm walls are considered one of the safest lateral supports which help in overall stability when there is a significant difference in land level between back and front of these walls. Permanent lateral supports to these walls are frequently represented by supporting it laterally with foundation and floor slabs of the building. In this paper a special study of one raw anchor diaphragm wall subjected to different earthquake dynamic loads will be presented. The
doi:10.1016/j.hbrcj.2013.02.008
fatcat:35rnclmgq5cczea2th4em6hzde