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1)  large-span space structure
复杂大跨度空间结构
2)  long-span spatial structure
大跨度空间结构
1.
Influence of wave travelling effect on random seismic responses of long-span spatial structures;
行波效应对大跨度空间结构随机地震响应的影响
2.
Wind vibration coefficient of long-span spatial structures with self-oscillating of roof and fluid-structure coupling effect;
考虑屋面板自振效应和流固耦合效应的大跨度空间结构风振系数
3.
The non-stationary random seismic analysis of long-span spatial structures under multi-support excitations of three-dimensional orthogonal earthquake motion was performed.
对大跨度空间结构进行三向正交地震动多点激励下的非平稳随机地震反应分析。
3)  large-span spatial structure
大跨度空间结构
1.
The method converting the earthquake action into static load was applied to the anti-seismic design of large-span spatial structures.
将静力等效方法应用于大跨度结构抗震设计中,把复杂的地震作用转化为结构静力荷载,为大跨度空间结构考虑行波效应时的抗震概念设计提供简单易行的方法。
2.
Large-span spatial structure is a field that developed very fast in the recent years.
大跨度空间结构是我国近年来发展十分迅速的一个领域。
4)  large-span space hybrid structure
大跨空间杂交结构
5)  long-span spatial lattice structure
大跨度空间网格结构
1.
Damage localization for long-span spatial lattice structures;
大跨度空间网格结构的损伤定位
2.
Seismic response of long-span spatial lattice structure considering traveling-waves effects;
大跨度空间网格结构在地震行波作用下的响应
3.
According to the basic theories of harmony superposition method and linear filtering method,the numerical simulation of wind velocity time history for long-span spatial lattice structure was realized by programming with MATLAB language in such methods as harmony superposition method,FFT-updated harmony superposition method,interpolation method,and auto-regressive method of linear filtering method.
根据谐波叠加法和线性滤波法的基本原理,采用MATLAB语言编写程序分别实现了常规谐波叠加法及其改进的快速傅里叶变换算法和插值算法以及线性滤波法的自回归法对大跨度空间网格结构风速时程的数值模拟,并模拟了2个工程实例的风速时程。
6)  long-span spatial steel-cable-membrane hybrid structure
大跨度钢-索-膜空间结构
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