1) long-span space lattice structures
大跨空间网格结构
1.
Application of the fast multi-support response spectrum method to long-span space lattice structures;
快速多点输入反应谱法在大跨空间网格结构中的应用
2.
Seismic response analysis of long-span space lattice structures under multi-dimensional and multi-support excitation;
大跨空间网格结构在多维多点输入下的地震响应分析
3.
In this paper,the aseismic reliability of long-span space lattice structures subjected to multi-dimensional and multi-support excitation,as well as to multi-dimensional and simple-support excitation are thoroughly analyzed based upon the pseudo-excitation response spectrum method.
本文同时考虑地震动两个水平向和一个竖直向共三个平动分量,并考虑了地震动场的空间相关性,在虚拟激励反应谱法的基础上,对大跨空间网格结构进行了多维多点输入和多维一致输入下的抗震可靠度分析。
2) space lattice structures
大跨空间网格结构
1.
According to the calculation of element reliability index of space lattice structures with different spans and different forms under multiple support excitations or simple support excitation,the differences of dangerous elements and their distribution law are thoroughly analyzed involving the effects of structural span and apparent velocity.
根据对不同跨度和结构形式的大跨空间网格结构所进行的多点输入和一致输入地震作用下结构杆件可靠度指标的计算,分析这类结构在两种输入方法下危险杆件的差异,包括差异的分布规律、随视波速和结构跨度的变化情况,进而对不同形式的大跨空间网格结构采用何种地震动输入方式提出建议。
2.
Because of the complicated performance of space lattice structures under multiple support excitations, the pseudo-static displacement which is a part of total response is selected carefully to be investigated thoroughly.
针对大跨空间网格结构在多点输入地震作用下响应分析繁杂性的特点,本文以拟静力位移为切入点,详细分析了其对结构响应的影响规律;通过对比结构在多点输入和一致输入下杆件可靠指标β的变化,对大跨空间网格结构在多点输入下的安全性问题进行了探讨,同时考查了拟静力位移对危险杆件的影响。
3.
The seismic excitation of space lattice structures is not only multi-dimensional but also multi-support, so ground motions are very complicated.
大跨空间网格结构受到的地震作用不仅是多维的,也是多点的,结构的受力情况十分复杂。
3) long-span space lattice structure
大跨空间网格结构
1.
Simplified method of long-span space lattice structures under multi-dimensional and multi-support excitation;
大跨空间网格结构在多维多点输入下的简化计算方法
4) space lattice structure
大跨空间网格结构
1.
In this paper the dynamic behaviors of space lattice structure is thoroughly analyzed based upon elastoplastic time history method.
本文的研究内容是大跨空间网格结构在多点输入下的弹塑性时程响应分析,其中包括多点输入下弹塑性时程分析方法的实现;多点输入与一致输入下结构响应的差异;多点输入与一致输入下结构强度破坏机理的分析比较。
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 lattice structures
大跨度空间网格结构
1.
The semi-active control and numerical simulations on seismic responses of long-span spatial lattice structures are carried out in this paper.
本文对大跨度空间网格结构地震反应的半主动控制及其数值仿真进行了研究。
补充资料：幻化网大瑜伽教十忿怒明王大明观想仪轨经
【幻化网大瑜伽教十忿怒明王大明观想仪轨经】
（经名）一卷，赵宋法贤译。十忿怒明王之仪轨也。
（经名）一卷，赵宋法贤译。十忿怒明王之仪轨也。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条