Shock and Vibration / 2019 / Article / Tab 1

Research Article

Coupling ATMD System for Seismic Response Control of Two Adjacent Buildings

Table 1

Dynamic properties of two building structures.

PropertiesBuilding 1Building 2

Floor height (m)3.803.80
Floor mass, (tons)123.20110.70
Column stiffness, (MN/m)184.55254.55
Damping ratioAssumed as 1.0% for 1st and 2nd modes
Natural frequency (Hz)

We are committed to sharing findings related to COVID-19 as quickly and safely as possible. Any author submitting a COVID-19 paper should notify us at to ensure their research is fast-tracked and made available on a preprint server as soon as possible. We will be providing unlimited waivers of publication charges for accepted articles related to COVID-19. Sign up here as a reviewer to help fast-track new submissions.