Implementation of structural control with viscous damper

Deh Shiu Hsu, Yung Feng Lee, Ping Cheng Huang, Yu Ching Wu

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Citations (Scopus)

Abstract

For the sake of safety of structures subjected to abnormal loadings, damper could be one of the effective devices to reduce the responses by the energy dispassion functions. Key points in the process of development and application of damper and aseismatic engineering are narrated. Due to the highly nonlinear behavior properties, most of the case studies aim on these kind of dynamic analysis only working on structures with elastic linearly behavior systems. In addition to the nonlinearly behavior of damper devices, structures behave into nonlinearly as well when subjected by abnormal excitation, for instance, severe earthquakes. Materials respond into nonlinearly beyond yielding or plastic hinges occurred somewhere in the controlled structures. Proper software package is used to calculate the responses of simple portal frames which are controlled with dampers allocated. Both of structures and damper devices are considered and behaved according to its nonlinearly properties. Responses beyond yielding of material are rationally analyzed and revealed in time history expressions.

Original languageEnglish
Title of host publicationAdvances in Structural Engineering
Pages771-781
Number of pages11
DOIs
Publication statusPublished - 2011
Event2011 International Conference on Civil Engineering and Transportation, ICCET 2011 - Jinan, China
Duration: 2010 Oct 142010 Oct 16

Publication series

NameApplied Mechanics and Materials
Volume94-96
ISSN (Print)1660-9336
ISSN (Electronic)1662-7482

Conference

Conference2011 International Conference on Civil Engineering and Transportation, ICCET 2011
CountryChina
CityJinan
Period10-10-1410-10-16

All Science Journal Classification (ASJC) codes

  • Engineering(all)

Fingerprint Dive into the research topics of 'Implementation of structural control with viscous damper'. Together they form a unique fingerprint.

Cite this