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장방형 각형강관 가새부재 이력거동 예측을 위한주요변수의 경험식 제안

Title
장방형 각형강관 가새부재 이력거동 예측을 위한주요변수의 경험식 제안
Other Titles
Empirical Equations Predicting Major Parameters for Simulating Cyclic Behavior of Rectangular HSS Braces
Author
한상환
Keywords
Brace; hollow structural section; analytical model; regression; parameter; experiment; cyclic behavior
Issue Date
2017-05
Publisher
한국지진공학회
Citation
한국지진공학회논문집, v. 21, no. 3, page. 137-144
Abstract
The cyclic behavior of braces is complex due to their asymmetric properties in tension and compression. For accurately simulating the cyclic curves of braces, it is important to predict the major parameters such as cyclic brace growth, cyclic buckling load, incidence local buckling and fracture with good precision. For a given brace, the most accurate values of these parameters can be estimated throughout experiments. However, it is almost impossible to conduct experiments whenever an analytical model has to be established for many braces in building structures due to enormous cost and time. For avoid such difficulties, empirical equations for predicting constituent parameters are proposed from regression analyses based on test results of various braces. This study focuses on rectangular hollow structural section(HSS) steel braces, which have been popularly used in construction practice owing to its sectional efficiency.
URI
http://www.eesk-j.or.kr/journal/article.php?code=53117https://repository.hanyang.ac.kr/handle/20.500.11754/114137
ISSN
1226-525X; 2234-1099
DOI
10.5000/EESK.2017.21.3.137
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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장방형 각형강관 가새부재 이력거동 예측을 위한주요변수의 경험식 제안.pdfDownload
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