DC 欄位 |
值 |
語言 |
DC.contributor | 土木工程學系 | zh_TW |
DC.creator | 鄭宇君 | zh_TW |
DC.creator | YU-CHUN CHENG | en_US |
dc.date.accessioned | 2020-3-30T07:39:07Z | |
dc.date.available | 2020-3-30T07:39:07Z | |
dc.date.issued | 2020 | |
dc.identifier.uri | http://ir.lib.ncu.edu.tw:444/thesis/view_etd.asp?URN=106322048 | |
dc.contributor.department | 土木工程學系 | zh_TW |
DC.description | 國立中央大學 | zh_TW |
DC.description | National Central University | en_US |
dc.description.abstract | 本研究主要目的,是收集高拉力SD 690鋼筋混凝土梁耐震測試中有產生滑移剪力現象之實驗數據,以探討紐西蘭規範中有關滑移剪力設計之適用性。當中,亦規劃製作兩組2m矩形懸臂梁,一組為原型梁(N1)提供對照,一組(N2)在梁端增設45度彎起鋼筋作塑性鉸外移設計用,主筋皆使用SD690 #8螺紋節鋼筋,梁箍筋使用SD420W #4鋼筋,混凝土強度為60MPa,以利作相關實驗印證。
研究結果顯示,N1於DR=5%時在柱面處產生滑移剪力裂縫;而N2局部處因有斜向筋設置,在DR=5%以前未發現滑移剪力裂縫跡象,直至DR=6%時,滑移剪力裂縫會方轉移至無斜向筋之柱面處。再者,紐西蘭NZS3101-2006規範中,有關規定檢核梁滑移剪力設計值,對於New RC來說,是適用但相對保守。
| zh_TW |
dc.description.abstract | The purpose of the study is to investigate the validation on the design for resisting the sliding shear of New RC beams specified in NZS 3101-2006, by means of collecting some data of New RC beam testing performed recently. Meanwhile, this study planned two beams, prototype beam N1 for benchmark and the beam N2 with 45-degree bent-up steel reinforcement designed to relocate the plastic hinge away from column face. The length of the testing cantilever beams is 2 m. SD690 #8 for longitudinal reinforcement and bent-up bar, and SD 420 #4 for transverse reinforcement are used. The concrete strength is 60 MPa.
The test results show that beam N1 produces sliding shear cracks at the column face to DR=5%, while N2 suppresses sliding shear cracks due to the additional bent-up bars until the sliding shear cracks relocated at the column face to the later stage of the test DR = 6%. Also, it was found that the design of sliding shear in NZS3101-2006 code is applicable but relatively conservative for the New RC beams.
| en_US |
DC.subject | 滑移剪力 | zh_TW |
DC.subject | 斜向彎起筋 | zh_TW |
DC.subject | 塑鉸外移 | zh_TW |
DC.subject | New RC | en_US |
DC.subject | plastic hinge | en_US |
DC.subject | sliding shear slip | en_US |
DC.subject | bent-up bars | en_US |
DC.title | 高拉力鋼筋混凝土滑移剪力設計之研究 | zh_TW |
dc.language.iso | zh-TW | zh-TW |
DC.type | 博碩士論文 | zh_TW |
DC.type | thesis | en_US |
DC.publisher | National Central University | en_US |