seismic forces meaning in Chinese
地震力
Examples
- The dynamic loading resulting from blast, gusts of wind, or seismic forces is generally not harmonic .
由于冲击波，阵风或地震力所产生的动力荷载一般不是谐和的。 - Factually there is no assurance for ductility in this coefficient . furthermore , the seismic force is comparatively lower in design than in fact . both of them necessarily increase the seismic risk
实际规范中并没有延性构造保证，加之我国当前设计地震作用相对偏低，更增加了地震破坏的危险性。 - The paper is concerned with aseismic behaviour of the shear wall structure with steel reinforced concrete ( src ) and reinforced concrete ( rc ) supporting frames and girder transfer floor under horizontal load of seismic force
框支剪力墙结构的特点是“上刚下柔” ，即上部楼层的侧向刚度大于下部楼层，不利于抗震。 - The passed - joint hypo - beam as the first line of defence organization against horizontal force ineluctably bear most curves during the first period under the seismic force , which ca n ' t be balanced by the pre - stressing force of the pre - stressed hypo - beam , therefore , the first crack will occur on it ' s end and at last develop into the plastic - hinge
2 、通过本次试验，并结合他人的一些研究成果，我们应该可以认为边梁扭矩对节点的受力性能是有利的。弯、剪、扭的受力机制并不会使节点的抗震性能有明显的降低。 - For architectural requirements , residnces have many walls . as a result it is comparatively resonable that sub - high rise residences are frame - wall structures or shear wall structures we a1l know that shear wall structures have large sectional area and the capability of bearing vertical loads is respectively high . nevertheless , under seismic forces they have large inertia forces and small lateral displacemente
由于传统现浇钢筋砼剪力墙结构的墙体截面积大，故承受竖向荷载的能力比较容易满足，但墙体的自重、刚度大，在地震作用下惯性力大、侧向位移很小，所以一般认为剪力墙结构延性差，属于脆性结构。