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Engineering mechanics in high-rise building with irregular planer

机译：具有不规则刨床的高层建筑工程力学

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Plane functional layout and total controlling plan of the general plan in the building always are abnormal. Furthermore the floor size and horizontal stiffness in the same floor are different tremendously, otherwise there are many dislocation floor in the same floor, according to different function in the same floor. Irregular plane in the building may happen according to the situation above. It is harmful to the force, displacement and deformation in irregular plane. In order to research the essence of the irregular plane and avoid it, firstly the irregular plane is introduced, also we have distinguished stretch joint, settlement joint and, seismic joint according to the force theory of structure, and then we have used PKPM structural calculation program to build model, simulating the force in two improved models on the dead load, live load and horizontal seismic load, we have gotten the maximum displacement, maximum displacement angle, velocity, acceleration, shear force and moment, then we have analysised and compared displacement, movement and force. Finally, we have concluded: "Architectural design should be adopted by regular plane designing rule, it should not be adopted by irregular plane designing rule for the building structure which body is complex and irregular plane, the designer should install the seismic joint in the appropriate parts according to actual needs, make the irregular building structure into several regular unit structure which could resist the horizontal load."
机译：建筑物中一般计划的平面功能布局和总控制计划总是异常。此外，同一地层的地板尺寸和水平刚度均不同，否则在同一层中有许多位错楼，根据同一地板的不同功能。建筑物中的不规则平面可能会根据上述情况发生。它对不规则平面中的力，位移和变形有害。为了研究不规则平面的本质并避免它，首先介绍了不规则的平面，我们还具有显着的拉伸关节，沉降接头和抗震关节，根据力学理论，然后我们使用了PKPM结构计算程序构建模型，模拟了两个改进模型的力量，在死载，活载和水平震动载荷上，我们已经得到了最大位移，最大位移角，速度，加速度，剪切力等，然后我们已经分析并比较了位移，运动和力量。最后，我们得出结论：“建筑设计应采用常规平面设计规则，不应采用不规则的平面设计规则，用于建筑结构，该机身复杂，不规则平面，设计师应在适当的情况下安装地震关节零件根据实际需求，使不规则的建筑结构成为几个常规单元结构，可以抵抗水平载荷。“

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