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An Alternative Strengthening Technique using a Combination of FRP Sheets and Rods to Improve Flexural Performance of Continuous RC Slabs.

机译：使用FRP片材和棒材的组合来增强连续RC板的抗弯性能的另一种加固技术。

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作者
Syed Shah, Taqiuddin.;
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作者单位

The University of Toledo.;

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授予单位 The University of Toledo.;
学科 Civil engineering.
学位 M.S.
年度 2016
页码 103 p.
总页数 103
原文格式 PDF
正文语种 eng
中图分类
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1. Application of artificial intelligence techniques to predict the performance of RC beams shear strengthened with NSM FRP rods. Formulation of design equations [J] . Ricardo Perera, David Tarazona, Antonio Ruiz, Composites . 2014,第Nova期

机译：人工智能技术在预测使用NSM FRP杆加固的钢筋混凝土梁的性能中的应用。设计方程式的制定
2. Embedded Through-Section FRP Rod Method for Shear Strengthening of RC Beams: Performance and Comparison with Existing Techniques [J] . O. Chaallal, A. Mofidi, B. Benmokrane, Journal of Composites for Construction . 2011,第3期

机译：嵌入式截面FRP杆法加固RC梁：性能与现有技术比较
3. Seismic behavior of RC columns flexurally strengthened with FRP sheets and FRP anchors [J] . Castillo Enrique del Rey, Griffith Michael, Ingham Jason Composite Structures . 2018,第NOVa期

机译：FRP板和FRP锚杆抗弯加固RC柱的抗震性能
4. Flexural behaviour of RC beams strengthened With externally bonded (EB) FRP sheets or Near Surface Mounted (NSM) FRP rods method [C] . Nurbaiah M. N., Hanizah A. H., Nursafarina A., 2010 International Conference on Science and Social Research . 2010

机译：外部粘结（EB）FRP板或近表面安装（NSM）FRP棒法增强的RC梁的抗弯性能
5. Flexural performance and bond characteristics of FRP strengthening techniques for concrete structures. [D] . Mohamed, Tarek Kamal Hassan. 2002

机译：混凝土结构的FRP加固技术的抗弯性能和粘结特性。
6. Comparative Study of Steel-FRP FRP and Steel-Reinforced Coral Concrete Beams in Their Flexural Performance [O] . Lei Wang, Jiwang Zhang, Changshi Huang, 2020

机译：FRPFRP和钢骨混凝土梁抗弯性能的比较研究
7. NUMERICAL ANALYSIS OF DEBONDING BEHAVIOR OF FRP SHEET FOR FLEXURAL STRENGTHENING RC BEAMS [O] . Norimitsu KISHI, Hiroshi MIKAMI, Guangfeng ZHANG 2003

机译：弯曲强化RC光束FRP板剥离行为的数值分析

An Alternative Strengthening Technique using a Combination of FRP Sheets and Rods to Improve Flexural Performance of Continuous RC Slabs.

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