The mechanical behavior of steel webs with negative bending was studied with combined stress loads of flexure, axial pressure and shear to prevent local buckling in continuous composite beams.
为避免钢混凝土连续组合梁发生局部失稳，对负弯区钢梁腹板在弯曲应力、轴向压应力和剪应力联合作用下的力学性能进行了研究。
The test shows that the composite masonry structure supported by frame shear wall with wide bay at bottom has good aseismic behavior.
试验表明，底层大开间组合墙房屋具有良好的抗震性能。
The test shows that the composite masonry structure supported by frame shear wall with wide bay at bottom has good aseismic behavior.
试验表明，底层大开间组合墙房屋具有良好的抗震性能。
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