1 AIT Asian Institute of Technology

Framework development for the simplification of nonlinear beam column joint model using layer shell element

AuthorKittisak Boonsriarporn
Call NumberAIT Thesis no.ST-22-12
Subject(s)Nonlinear mechanics
Joints (Engineering)
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
AbstractAn earthquake is an event that damages a building on the surface of the earth. The structure frame supports only gravity load when subjected to lateral load. The direction of the force in the structure changes performs at the joint. Most Spalling concrete and shear failure were observed at several interior beam-column joints, which can cause damage to the structure collapse. The beam-column joint is one of the most complex structural components still studied to date. A numerical method was proposed using the finite element model (FEM) to help solve problems in the Beam column joint. The FEM can simulate jointly capable of appropriate in the SAP2000 program. “In this study, the layer shell element method was used to Simplify Nonlinear Beam-Column Joint. Layer Shell models are calibrated with an experiment result; They compare without having to test samples in the laboratory, to help reduce the use of natural resources. The results must be accurate and can be used to analyze the nonlinear time history behavior of the building”.
Year2022
TypeThesis
SchoolSchool of Engineering and Technology (SET)
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSStructural Engineering (STE) /Former Name = Structural Engineering and Construction (ST)
Chairperson(s)Pennung Warnitchai;Punchet Thammarak (Co-chairperson)
Examination Committee(s)Thanakorn Pheeraphan;Anwar, Naveed
Scholarship Donor(s)His Majesty the King’s Scholarships (Thailand)
DegreeThesis (M. Eng.) - Asian Institute of Technology, 2022


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