Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.advisor | 한상환 | - |
dc.contributor.author | 박이슬 | - |
dc.date.accessioned | 2020-02-11T02:15:42Z | - |
dc.date.available | 2020-02-11T02:15:42Z | - |
dc.date.issued | 2020-02 | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/123091 | - |
dc.identifier.uri | http://hanyang.dcollection.net/common/orgView/200000436845 | en_US |
dc.description.abstract | The coupled shear wall system is widely used in high-rise buildings due to its high strength and stiffness. When lateral forces act on the coupled shear wall system, the diagonally reinforced coupling beam dissipates a large amount of energy to prevent the shear wall damaging. ASCE 41-17 is one of the most widely used performance-based design standards and has proposed a linear and nonlinear procedure. Modeling parameters of nonlinear response are proposed for structural components to simulate load-deformation response from elastic behavior to collapse. Past experimental research on diagonally reinforced coupling beams reveals that the nonlinear modeling parameters suggested in ASCE 41-17 standard do not adequately reflect the measured load-deformation response. To increase the accuracy of modeling parameters, this study proposes an empirical equation based on regression analyses using the test results of 42 diagonally reinforced coupling beam specimens. | - |
dc.publisher | 한양대학교 | - |
dc.title | Empirical Equations for Calculating Modeling Parameters of Nonlinear Response for Diagonally Reinforced Coupling Beams | - |
dc.type | Theses | - |
dc.contributor.googleauthor | Yi Seul PARK | - |
dc.contributor.alternativeauthor | 박이슬 | - |
dc.sector.campus | S | - |
dc.sector.daehak | 대학원 | - |
dc.sector.department | 건축공학과 | - |
dc.description.degree | Master | - |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.