Shock and Vibration / 2019 / Article / Tab 5

Research Article

Coupling ATMD System for Seismic Response Control of Two Adjacent Buildings

Table 5

Comparative results of seismic performances and control requirements among OUS, IAS, and CAS against three earthquake excitations.

ResponsesEQsOUSIASCAS
Bld. 1Bld. 2Bld. 1Bld. 2Bld. 1Bld. 2

Maximum interstory drift (cm)El Centro3.394.161.090.961.350.98
Kobe3.824.351.531.491.881.13
Northridge3.522.312.041.262.291.38
Max.3.824.352.041.492.291.38

Maximum floor displacement (cm)El Centro26.0528.257.276.467.206.09
Kobe27.0329.1710.5711.1110.608.49
Northridge18.4812.7812.318.2612.289.46
Max.27.0329.1712.3111.1112.289.46

Maximum base shear force (MN)El Centro6.2610.592.022.342.492.50
Kobe7.0511.082.823.803.482.87
Northridge6.505.883.773.194.233.51
Max.7.0511.083.773.804.233.51

Maximum base moment (MN·m)El Centro182.66273.2450.9862.4550.5258.87
Kobe189.56282.1874.16107.5074.3282.15
Northridge129.58123.6186.3579.8986.1091.55
Max.189.56282.1886.35107.5086.1091.55

Maximum control force (kN)El Centro745.98713.621,061.93964.88
Kobe970.91977.171317.711161.65
Northridge1263.591419.19929.331211.96
Max.1263.591419.191317.711211.96

Maximum TMD stroke (cm)El Centro208.62160.11222.85224.45
Kobe254.84254.30282.00283.15
Northridge373.05215.10375.02377.70
Max.373.05254.30375.02377.70

Maximum control power (MW)El Centro5.544.986.605.88
Kobe9.0410.3219.559.24
Northridge14.596.319.9314.37
Max.14.5910.3219.5514.37

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 help@hindawi.com 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.