Office Building in Earthquake Zone - Analysis of Stiffening System

This thesis includes the seismic analysis of the horizontal stiffening system of a multi‑story office building. The stiffening system is initially considered as a system of separately acting shear walls and then as a system with a stiffening core. Eurocode 8 is used to determine the design parameters.

Author	Andreas Bolz
University	Karlsruhe University of Technology and Economics, Germany, Faculty of Architecture and Construction

The stiffening system is initially considered as a system of separately acting shear walls and then as a system with a stiffening core. Eurocode 8 is used to determine the design parameters.

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Germany
RFEM 5
Buildings

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