1 AIT Asian Institute of Technology

Comparative seismic analysis of concentrically braced frame and viscoelastic damper

AuthorRifthie, Mohamed Shehezard
Call NumberAIT Caps. Proj. no.CIE-14-35
Subject(s)Reinforced concrete construction
Earthquake hazard analysis
Earthquakes and building

NoteA capstone project report submitted in partial fulfilment of the requirements for the degree of Bachelor of Science in Engineering Civil and Infrastructure Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
Series StatementCaps. Proj. ; no. CIE-14-35
AbstractThe California regions are highly prone to earthquakes of significant magnitude and have a high chance of suffering large amounts of damage in terms of loss of life as well as economically. The current practice to counter seismic loading in the construction industry is to use concentrically braced frames, especially in the western coastal regions of USA. Concentrically braced frames dissipate energy mainly through yielding and buckling of the braces during seismic loading, which means they go through plastic deformation and require high maintenance. Comparatively viscoelastic damping systems provide for a restorative component in damping thus reducing the maintenance of the structure due to its viscous and elastic deformations during seismic activity. The following study is done in order to validate this statement. Additionally the viscoelastic damper will be compared with the viscous damping system and friction damping system to determine the most preferable damping system.
Year2014
Corresponding Series Added EntryAsian Institute of Technology. Caps. Proj. ; no. CIE-14-35
TypeCapstone Project
SchoolSchool of Engineering and Technology (SET)
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSCivil and Infrastructure Engineering (CIE)
Chairperson(s)Hathairat Maneetes;
Examination Committee(s)Punchet Thammarak ;Teraphan Ornthammarath;
DegreeCapstone Project (B.Sc.)-Asian Institute of Technology, 2014


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