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Lee, Deokjung
Computational Reactor physics & Experiment lab (CORE Lab)
Research Interests
  • Reactor Analysis computer codes development
  • Methodology development of reactor physics
  • Nuclear reactor design(SM-SFR,PWR and MSR)


Nonlinear modeling parameters of RC coupling beams in a coupled wall system

DC Field Value Language Gwon, Seongwoo ko Shin, Myoungsu ko Benjamin Pimentel ko Lee, Deokjung ko 2014-12-22T00:06:30Z - 2014-12-19 ko 2014-11 ko
dc.identifier.citation EARTHQUAKES AND STRUCTURES, v.7, no.5, pp.817 - 842 ko
dc.identifier.issn 2092-7614 ko
dc.identifier.uri -
dc.description.abstract ASCE/SEI 41-13 provides modeling parameters and numerical acceptance criteria for various types of members that are useful for evaluating the seismic performance of reinforced concrete (RC) building structures. To accurately evaluate the global performance of a coupled wall system, it is crucial to first properly define the component behaviors (i.e., force-displacement relationships of shear walls and coupling beams). However, only a few studies have investigated on the modeling of RC coupling beams subjected to earthquake loading to date. The main objective of this study is to assess the reliability of ASCE 41-13 modeling parameters specified for RC coupling beams with various design details, based on a database compiling almost all coupling beam tests available worldwide. Several recently developed coupling beam models are also reviewed. Finally, a rational method is proposed for determining the chord yield rotation of RC coupling beams. ko
dc.description.statementofresponsibility open -
dc.language 영어 ko
dc.publisher TECHNO-PRESS ko
dc.title Nonlinear modeling parameters of RC coupling beams in a coupled wall system ko
dc.type ARTICLE ko
dc.identifier.scopusid 2-s2.0-84926003520 ko
dc.identifier.wosid 000358867100012 ko
dc.type.rims ART ko
dc.identifier.doi 10.12989/eas.2014.7.5.817 ko
dc.identifier.url ko
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