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Finally it needs to be stated that, as the seismic performance of the staggered wall structures has not been validated by proper tests, further experimental research is still required for accurate evaluation of the seismic load resisting capacity of the staggered wall structures.
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In real reactor engineering, wall structures have been utilized to avoid this problem.
The analysis is based on a variant of the continuous connection method for three-dimensional shear wall structures having stepwise changes in cross-section.
In this paper, a simple method to more accurately estimate peak interstory drifts that accounts for higher mode effects is described for low-rise perimeter shear wall structures having flexible diaphragms or even for stiff diaphragms.
The seismic performance of RC shear wall structures have been widely investigated by many researchers (Wallace 2012; Kim 2016).
Our approach is based on the assumption that points belonging to building wall structures have normal distribution.
They found that the natural periods of the staggered wall structures are similar to those of the shear wall structures having the same overall configuration.
Ohad and Danon [18] applied the microfibril term to the basic plant cell wall structures having a diameter of 3.5 nm, i.e. the elementary fibrils [12, 14, 19, 20].
Reinforce concrete (RC) shear walls are key elements to resist both gravity and lateral loads in building structures, and the seismic performance and analysis modeling of RC shear wall structures have been widely investigated by many researchers (e.g., Wallace 2012).
The shear wall structure has a two-storey steel frame on top with base isolation.
It is expected that the devised exterior wall structure has great potentials in EM radiation protection.
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