1 AIT Asian Institute of Technology

Seismic performance of a 20-story steel frame with spandrel friction damped cladding panel

AuthorHla Myo
Call NumberAIT Caps. Proj. no.CIE-18-29
Subject(s)Steel framing (Building)--Earthquake effects
Earthquake resistant design
Damping (Mechanics)

NoteA capstone project report submitted in partial fulfillment of the requirements for the degree of Bachelor of Science in Engineering Civil and Infrastructure Engineering
PublisherAsian Institute of Technology
Series StatementCaps. Proj. ; no. CIE-18-29
AbstractThe main objective of this capstone is targeted at improving the earthquake response of construction by adding non-structural spandrel cladding panel as energy dissipating cladding system (EDeS). The EDCS would be function as structural bracing frame to give stiffness and rigidity to the construction, and to make increase the inter-story drift caused by seven different seismic ground motions. An innovative design of spandrel cladding panel was also being used by installing energy dissipating friction damper to the exterior faade panel. In the design, friction damper prevents the damages which were caused by the seven earthquakes and also helps to dissipate the lateral energy during earthquake .. The test model was 20 stories and 3 bays steel structure and run in ETABs 2016. Only one concrete properties and one thickness are providing for spandrel precast cladding panel, and four different parameters of the friction damper are also considered. The best analysis cases were recognized.
Year2018
Corresponding Series Added EntryAsian Institute of Technology. Caps. Proj. ; no. CIE-18-29
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 ;Tian Boon Soh;
DegreeCapstone Project (B.Sc.)-Asian Institute of Technology, 2018


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