About this document

NSCP 2015 Seismic Analysis Overview by Jeff Jones is a document available to read on EtoBox.

This document provides the results of a seismic analysis for a 15.5m tall building with 5 suspended floors located in a seismic zone. The analysis was conducted according to the NSCP 2015 code and determined: 1) The fundamental period of vibration is 0.381 seconds 2) The total design base shear is 4858.9 kN, which is less than the maximum allowed shear of 0.22 times the total seismic weight. 3) The vertical distribution of seismic forces ranges from 1717.11 kN at the top floor to 325.83 kN at the bottom f

Author

Jeff Jones

Language

EN