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EXPERIMENTAL STUDY ON REINFORCING METHOD TO INCREASE DUCTILITY OF R/C FRAMED SHEAR WALL

机译：加固方法增加载体剪力墙延展性的试验研究

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Fumiya ESAKI; Shuichi UEHARA;
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年度 1997
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1. An experimental study on the strengthening of non-ductile reinforced concrete frames via external shear wall [J] . M. Yasar Kaltakci, Murat Ozturk European Journal of Environmental and Civil Engineering . 2012,第1期

机译：外部剪力墙加固非延性钢筋混凝土框架的试验研究
2. An experimental study on the strengthening of non-ductile reinforced concrete frames via external shear wall [J] . M. Yasar Kaltakcia, Murat Ozturka* European Journal of Environmental and Civil Engineering . 2012,第1期

机译：外部剪力墙加固非延性钢筋混凝土框架的试验研究
3. Experimental Investigation: New Ductility-Based Force Modification Factor Recommended for Concrete Shear Walls Reinforced with Glass Fiber-Reinforced Polymer Bars [J] . Hassanein Ahmed, Mohamed Nayera, Farghaly Ahmed Sabry, ACI Structural Journal . 2019,第1期

机译：实验研究：新的基于延性的力修正系数推荐用于玻璃纤维增强聚合物棒增强的混凝土剪力墙
4. Increasing Ductility of Existing Light-Frame Buildings with Gypsum Shear Walls Using a Newly Developed Fiber Reinforced Polymer (FRP) Assembly [C] . Hugo C Gomez, Victor Reyes Structural Engineers Association of California and Structural Engineers Association of New Mexico Convention 2012 . 2012

机译：使用新开发的纤维增强聚合物（FRP）组件来增加具有石膏剪力墙的现有轻型框架建筑的延展性
5. A MACRO FINITE-ELEMENT APPROACH FOR THE NONLINEAR ANALYSIS OF REINFORCED CONCRETE FRAMES, SHEAR WALLS, AND FRAME-WALL SYSTEMS (STRUCTURE, COMPUTER-GRAPHICS, SUBPARAMETRIC) [D] . SABOUNI, ABDUL-RAHIM. 1986

机译：钢筋混凝土框架，剪力墙和框架墙系统（结构，计算机图形，子参数）非线性分析的宏有限元方法
6. PEG-Albumin Plasma Expansion Increases Expression of MCP-1 Evidencing Increased Circulatory Wall Shear Stress: An Experimental Study [O] . C. Makena Hightower, Beatriz Y. Salazar Vázquez, Seetharama A. Acharya, 2009

机译：PEG-白蛋白血浆扩张增加MCP-1的表达，表明循环壁剪切应力增加：一项实验研究
7. EFFECTS OF LOADING METHODS ON RESTORING FORCE CHARACTERISTICS OF SHEAR WALLS IN TIMBER-FRAME-CONSTRUCTION AND THEIR MODELING METHODS : Study on restoring force characteristics of shear walls in timber-frame-construction for wind performance Part 1 [O] . Shoichi SHIMOMURA, Takeshi OHKUMA 2006

机译：装载方法对木框架结构中剪力墙恢复力特性的影响及其建模方法研究 - 用于风能架构的木材框架结构剪力墙恢复力特性研究
8. Performance of Perforated Shear Walls with Narrow Wall Segments, Reduced Base211 Restraint, and Alternative Framing Methods [R] . 1998

机译：具有窄壁段，减少Base211约束和替代框架方法的穿孔剪力墙的性能

EXPERIMENTAL STUDY ON REINFORCING METHOD TO INCREASE DUCTILITY OF R/C FRAMED SHEAR WALL

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