Optimal design of passive viscous damping systems for buildings under seismic excitation

2013 ◽  
Vol 90 ◽  
pp. 253-264 ◽  
Author(s):  
Carlos A. Martínez ◽  
Oscar Curadelli ◽  
María E. Compagnoni
Author(s):  
Yin-Nan Huang ◽  
Chia-Ren Liu

Energy dissipation systems can effectively reduce the seismic demands of structures and protect them from damage. However, the effectiveness of the systems is not entirely independent from the dynamic characteristics of ground motions and may be challenged by long-period velocity pulses in near-fault ground motions. The major focus of this study is to clarify the impact of the characteristics of near-fault ground motions on the effectiveness of energy dissipation systems, particularly, structures equipped with viscous dampers. A series of response-history analyses are conducted using single degree-of-systems (SDOF) with periods varying between 0.2 and 5 seconds and damping ratios between 5% and 50% and subjected to fault-normal components of 91 sets of near-fault ground motions identified in a literature prepared by Prof. Jack Baker in 2007. The effectiveness of damping in reducing seismic demands of SDOF systems subjected to near-fault motions are discussed and a model are proposed to describe their relationship.


2020 ◽  
Vol 219 ◽  
pp. 110926
Author(s):  
George C. Tsiatas ◽  
Aristotelis E. Charalampakis ◽  
Panos Tsopelas

2021 ◽  
Vol 11 (13) ◽  
pp. 6064
Author(s):  
Jorge Conde ◽  
Alejandro Bernabeu

Use of modal procedures in systems with non-proportional damping (such as structures with added viscous damping systems) results in response errors, shown in this study to depend on dissimilar and often conflicting conditions for different variables and stories; thus, it is not possible to propose simple rules based on structural or damping properties to limit the error in a global way. However, four existing indices (originally proposed to measure damping non-proportionality) present a positive correlation with the extreme errors in modal procedures for all variables and stories. Thus, limiting the index value is a sufficient condition to keep the error in all variables within a given threshold. For practical application, limit values for these indices are tabulated as a function of error and can be used as an acceptance criterion for the validity of modal procedures.


2009 ◽  
Vol 8 (4) ◽  
pp. 547-560 ◽  
Author(s):  
Lap-Loi Chung ◽  
Lai-Yun Wu ◽  
Hsu-Hui Huang ◽  
Chung-Hsin Chang ◽  
Kuan-Hua Lien

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