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Behavior of Post-installed Anchors in Reinforced Concrete Shear Walls of Different Aspect Ratios Subjected to Simulated Seismic Loads

机译：钢筋混凝土剪力墙后安装锚杆的行为对模拟地震载荷进行的不同纵横比

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作者
Faraone, Gloria.;
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作者单位

University of California San Diego.;

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授予单位 University of California San Diego.;
学科
学位 Ph.D.
年度 2021
页码 618 p.
总页数 618
原文格式 PDF
正文语种 eng
中图分类
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入库时间 2022-08-17 12:04:21

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1. Seismic behavior of superimposed reinforced concrete shear walls with X-shaped steel plate bracings under different axial load ratios [J] . Wang Mengfu, Guo Shengqi The Structural Design of Tall and Special Buildings . 2021,第16期

机译：不同轴向载荷比下X形钢板支护叠加钢筋混凝土剪力墙的地震行为
2. Seismic Behavior of Low-Aspect-Ratio Reinforced Concrete Shear Walls [J] . Bismarck N. Luna, Jonathan P. Rivera, Andrew S. Whittaker ACI Structural Journal . 2015,第5期

机译：低纵横比钢筋混凝土剪力墙的抗震性能
3. Effect of Ductile Shear Wall Ratio and Cross-Section Configuration on Seismic Behavior of Reinforced Concrete Masonry Shear Wall Buildings [J] . Aly Nader, Galal Khaled Journal of structural engineering . 2020,第4期

机译：延性剪力比和截面形状对钢筋混凝土砌体剪力墙结构抗震性能的影响
4. SEISMIC PERFORMANCE OF PIPING ANCHORED TO CONCRETE IN CASE OF NONLINEAR LOAD-BEARING BEHAVIOR OF POST-INSTALLED ANCHORS [C] . Fabian Dwenger, Klaus Kerkhof ASME Pressure Vessels and Piping conference . 2017

机译：安装后锚杆非线性承载行为下锚固管的抗震性能
5. Behavior of rectangular concrete walls subjected to simulated seismic loading. [D] . Aaleti, Sriram R. 2009

机译：矩形混凝土墙在模拟地震荷载作用下的行为。
6. Behavior of Steel-Sheathed Shear Walls Subjected to Seismic and Fire Loads [O] . MATTHEW S. HOEHLER, CHRISTOPHER M. SMITH, TARA C. HUTCHINSON, -1

机译：钢套剪力墙在地震和火荷载作用下的行为
7. Post-elastic behaviour of reinforced concrete frame-wall components and assemblages subjected to simulated seismic loading [O] . Spurr David D. 1984

机译：模拟地震荷载下钢筋混凝土框架墙构件和构件的后弹性行为
8. Experimental assessment of air permeability in a concrete shear wall subjected to simulated seismic loading [R] . Girrens, S. P., Farrar, C. R. 1991

机译：模拟地震荷载作用下混凝土剪力墙透气性的试验评估

Behavior of Post-installed Anchors in Reinforced Concrete Shear Walls of Different Aspect Ratios Subjected to Simulated Seismic Loads

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