- 摘 要
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王志浩 方鄂華 錢稼茹
（清華大學土木系 北京 100084）[提要] 本文是清華大學土木系近年來幾批無邊框矩形截面鋼骨混凝土剪力墻抗彎性能的試驗研究總結(jié)。文中介紹了軸壓比在0.11~ 0.15時，中、高鋼骨混凝土剪力墻的破壞形態(tài)、開裂荷載、極限承載能力和塑性鉸區(qū)高度等，提出了相對位移限制及構(gòu)造措施等設(shè)計建議。
[關(guān)鍵詞] 鋼骨混凝土 剪力墻 開裂荷載 極限承載力 塑性鉸In recent years, the experimental study on the flexural behavior of steel reinforced concrete walls with
rectangular sections were carried out in Tsinghua University. The results are presented including failure modes, crack loads, ultimate load-carrying capacities and plastic hinge length of the medium height to high SRC walls with axial compression force levels from 0.1 t0 0.15. The limitation of relative deflection and the construction details for design of SRC walls are proposed.
Keywords: steel reinforced concrete; shear wall; crack load; ultimate load; design
