Current seismic design codes for building structures are based on the methods which can provide enough capacity to satisfy objected performance level and exactly evaluate the seismic performance of buildings. This paper is to suggest the method of inference of inelastic earthquake response obtained from MDOF system by equivalent SDOF system, and to prove the validity. The analysis results form simple model shows a good application possibility.

The newly-developed self-mobilizing space frame system is the equipment possible to adjust frame width and height per various road tunnel sizes. Main purpose of this system is to maintain road tunnels without blocking lanes. Therefore, it does not affect traffic and completes maintenance work quickly as compared to current method.