Strength-Ductility Type Seismic Retrofit Technique of RC Column with Thick Hybrid Wing-wall using Additional Concrete Sandwiched by Steel Plates and PC bar Prestressing: Part 1 Discussion on Flexural Strength

NOORI Mohammad Zahid; NAKADA Kozo; YAMAKAWA Tetsuo; KANEDA Kazuo

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Strength-Ductility Type Seismic Retrofit Technique of RC Column with Thick Hybrid Wing-wall using Additional Concrete Sandwiched by Steel Plates and PC bar Prestressing: Part 1 Discussion on Flexural Strength

机译：用钢板夹层夹层和PC酒吧预应力用厚混凝土用厚混凝土轧件RC色谱柱强度 - 延展性型地震改装技术：第1部分探讨弯曲力量

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摘要

Ultimate flexural strength is proposed when longitudinal rebarsyield in tension and wall is in compression in a THW section. Theresults obtained by proposed flexural strength calculationequation have accurate agreement with those calculated by fibermodel on the safe side.

机译：纵向钢筋提出了极限弯曲强度张力和壁的产量在THW部分中压缩。这通过提出的弯曲强度计算获得的结果方程与纤维计算的那些准确一致安全侧的模型。

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来源
《日本建築学会大会学術講演梗概集》 |2019年第2019期|5-6|共2页
作者
NOORI Mohammad Zahid; NAKADA Kozo; YAMAKAWA Tetsuo; KANEDA Kazuo;
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作者单位

Univ. of the Ryukyus;

National Institute of Technology Ariake College;

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原文格式 PDF
正文语种 eng
中图分类
关键词
Soft-first-story, Seismic retrofit, Prestress, Flexural strength, Wing-wall;

机译：软第一层;地震改造;预应力;弯曲力量;翼墙;

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专利

1. AN EXPERIMENTAL STUDY ON THE SEISMIC RETROFIT TECHNIQUE FOR RC COLUMNS CONFINED WITH PC BAR PRESTRESSING AS EXTERNAL HOOPS [J] . TESUO YAMAKAWA 日本建築学会构造系論文集 . 1999,第526期

机译：PC棒预应力约束钢筋混凝土柱地震改造技术的试验研究。
2. Seismic Retrofit of Square RC Short Columns with Shear-Flexural Failure Mode via CFRP Composites Using Different Confinement Techniques [J] . Hosseini Seyed Mohammad, Mostofinejad Davood, Saljoughian Alireza, Journal of Composites for Construction . 2020,第4期

机译：通过CFRP复合材料使用不同的限制技术，通过CFRP复合材料进行平方RC短柱的地震改造
3. Strength and ductility type retrofit of soft-first-story RC frames through the steel-jacketed non-reinforced thick hybrid wall [J] . Javadi Pasha, Yamakawa Tetsuo Engineering Structures . 2019,第MAYa1期

机译：软夹层钢筋混凝土框架通过钢套无筋厚混合墙的强度和延性类型改造
4. Strength-Ductility Type Seismic Retrofit Technique of RC Column with Thick Hybrid Wing-wall using Additional Concrete Sandwiched by Steel Plates and PC bar Prestressing – Part 1 Discussion on Flexural Strength [C] . NOORI Mohammad Zahid, NAKADA Kozo, YAMAKAWA Tetsuo, 日本建築学会;日本建築学会大会 . -1

机译：RC厚壁混合翼RC柱的强度-延性型抗震加固技术，附加混凝土夹层钢板和PC杆预应力-第1部分抗弯强度讨论
5. Seismic behavior, strength and retrofit of exterior RC column -to -steel beam connections. [D] . Parra-Montesinos, Gustavo Jose. 2000

机译：外部RC柱到钢梁连接的抗震性能，强度和改进。
6. FLEXURAL STRENGTH OF THE STRENGTH-DUCTILITY TYPE SEISMIC RETROFIT TECHNIQUE OF RC COLUMNS USING PC BAR PRESTRESSING AND STEEL PLATES [O] . Kozo NAKADA, Tetsuo YAMAKAWA, Pasha JAVADI, 2020

机译：使用PC BAR预应力和钢板的RC色谱柱强度 - 延性型地震改装技术的弯曲强度

Strength-Ductility Type Seismic Retrofit Technique of RC Column with Thick Hybrid Wing-wall using Additional Concrete Sandwiched by Steel Plates and PC bar Prestressing: Part 1 Discussion on Flexural Strength

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