The structural behaviors under vertical and horizontal loads are analyzed with a steel frame model and an equivalent reinforced concrete frame-shear wall model respectively.
用纯钢框架模型和等效钢筋混凝土框架剪力墙模型分别计算结构在竖向荷载及侧向荷载组合下的受力性能。
Light steel reinforced concrete shear wall is a system structure resisting lateral force, so the shear strength is the main performance parameter.
轻钢骨混凝土剪力墙作为一种抗侧力体系，其抗剪强度是其主要的性能参数。
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