The paper puts forward a kind of calculating method for displacement, internal force and interaction of high-rise frame-shear wall structure under lateral load by using continuity method.
提出一种采用连续化方法对高层框架—剪力墙结构在侧向荷载作用下的位移、内力及相互作用的计算方法。
Through this test, we can further understand the destroyed mechanism and the lateral capacity of the high-rise composite masonry wall under the action of both stress and lateral distributing load.
通过试验更加深入地了解高层组合墙片在竖向压力和侧向分布荷载共同作用下的破坏机理及抗侧承载力。
The entrance door is a 5 meter high, three sheet folding iron structure that inserts into a lateral marble wall.
入口大门有5米高，三层可折叠的铁板结构，旁边的支撑墙用大理石装饰。
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