并比较了输电线对输电塔结构风振响应的影响。
Then, the influence of the cable on the wind-induced response of the structure is discussed.
考虑到现场施工时输电塔结构的安全，本发明同时提出了加固时的施工方法。
In consideration of the structural safety of the power transmission tower during on-site construction, the invention also provides a construction method for strengthening.
从而表明增设横隔面是一种合理有效地提高输电塔结构抗冰承载能力的加固方法。
Adding diaphragm is an effective and practical retrofitting method for enhancing the ice load-carrying capacity of transmission tower structures.
输电塔结构的安全直接关系到国家电网的运行可靠性，而风荷载则是威胁其安全的主要外因之一。
Structural safety of transmission towers is directly related to the reliability of the state grid. In fact, wind loading is taken as one of the main harmful factors.
通过对同一输电塔结构输入多种不同的地震动，研究了地震的随机性对输电塔结构地震反应的影响。
Employing different earthquake acceleration records, the influence of the stochastic behaviors of earthquakes on the structural seismic responses has been investigated.
为了研究高耸结构在强风作用下的振动特性，本文对一自立式单杆输电塔进行了风洞试验研究。
For the purpose of studying the vibration characteristics of high-rise structure under high wind speed, a model of single-rod transmission tower was tested in wind tunnel.
为了保持结构的整体性能以及分配剪力和抗扭，输电塔的设计中都要设置一定间距的横隔面。
In order to maintain the global stability and to distribute shear and torsional forces, diaphragms with some intervals are required in designing transmission towers.
提出了考虑桩-土-结构动力相互作用的输电塔地震反应分析方法。
The seismic response analysis method of transmission tower in consideration of pile-soil-structure dynamic interaction is presented.
由于大跨越输电塔是一种高耸柔性结构，对风荷载等动荷载比较敏感，易产生较大的动力响应。
Long-span transmission tower is a high flexible structure, it is sensible to dynamic load, especially to wind, which would easily generate significant dynamic response.
提出了考虑桩–土–结构动力相互作用的输电塔线体系简化抗震计算模型。
The simplified aseismic calculation model for transmission tower-line system considering pile-soil dynamic interaction is given.
提出了考虑桩-土-结构动力相互作用的输电塔地震反应分析方法。
Pushover analysis of pile-soil-structural interaction systems based on capacity-spectrum-method;
提出了考虑桩-土-结构动力相互作用的输电塔地震反应分析方法。
Pushover analysis of pile-soil-structural interaction systems based on capacity-spectrum-method;
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