Storms have caused structural damage to hundreds of homes.
几场暴风雨毁了成百上千所住宅，连结构都破坏了。
There was some cracking in the piers closest to the fault rupture, but no structural damage.
在离发生断裂地带最近的桥墩也发生了裂隙，但没有结构性损毁。
As overpressure increases, the likelihood of structural damage and stronger public reaction also increases.
随着超压的增加，建筑物损坏和公众反应的可能性也不断增加。
This nasty free radical causes structural damage to your cells, and such damage is thought to be one of the primary causes of cancer.
这讨厌的自由基会导致你细胞的结构性破坏，这种损害被认为是患癌症主要原因之一。
"It can cause structural damage such as burning through and blowing out rivets and it can potentially cause electro-magnetic interference with the flight control systems," he said.
“它会给飞机结构造成严重破坏，比如使铆钉被烧毁和脱落，此外还有可能产生电磁干扰从而影响飞行控制系统”，他说。
Identification of structural damage is always a topic in structural engineering domain.
建筑结构的损伤识别一直是人们广泛关注的问题。
Moving mass method is a practical structural damage identification method with much prospect.
移动质量法是一种极有前景的结构损伤识别实用方法。
According to this principle, the structural damage can be identified using the strain modal datas.
根据这一原理，运用应变模态数据可以检测出结构的损伤。
A numerical study for vibration based lattice truss structural damage identification was presented.
研究了基于振动特性的点阵桁架夹心板损伤识别。
An improved method for structural damage identification based on residual force vector is presented.
提出了一种改进的残余力向量法用于工程结构损伤识别。
The results show that the NN and GA can be used in structural damage identification system effectively.
结果表明，将神经网络和遗传算法用于结构损伤识别是有效的、可行的。
The authors presented a structural damage identification method based on generalized flexibility matrix.
提出一种基于广义柔度矩阵的结构损伤识别方法。
Based on this, bring forward the BP neural network structural damage detection method based on modal parameters.
在此基础上提出了基于模态参数的BP神经网络结构损伤识别方法。
Conclusion: LBP could decrease the structural damage of seminiferous tubule caused by higher temperature culture.
结论：LBP可减弱由于培养温度过高所致的曲精小管结构损伤。
For the first time, researchers have identified structural damage to the lungs caused by secondhand cigarette smoke.
这是研究者们首次证明被动吸烟对肺脏的结构性损伤。
The development of structural damage identification is an important theme in the structural safety monitoring system.
结构损伤识别是开发结构安全监测系统中的一个重要课题。
Presently, the applications of ANNs to structural damage identification problems have attracted increasing attention.
目前人工神经网络应用于结构损伤识别的研究已越来越受到关注。
It is, therefore, natural to use the measured changes in dynamic behavior for the identification of structural damage.
因此，通过测量结构动态特性的变化来进行结构损伤的辨识是自然而然的。
Development of structural damage identification becomes an important theme for structural safety monitoring technology.
结构损伤识别是开发结构安全监测系统中的一个重要课题。
Based on the directly analytical method for structural damage identification, the nonlinear analytical method was presented.
本文在直接解析法的基础上，进一步提出结构损伤识别的非线性解析法。
A structural damage identification method based on the support vector machine and the particle swarm algorithm was proposed.
为了有效地进行结构的损伤识别，提出了一种基于支持向量机和粒子群算法的结构损伤识别方法。
The testing of structural modal parameters is an important basis of dynamic response analysis and structural damage detection.
结构模态参数的测试是进一步进行结构动力响应计算、结构损伤检测等的重要基础。
The suggestion to evaluate the earthquake intensity indices based on the structural damage index is put forward by the author.
文章提出了采用结构地震破损指数为依据，对地震强度指标定义有效性开展客观评价的建议。
The analysis is performed based on structural damage for rare earthquakes and maximum interlayer shear force for frequent earthquakes.
分析中对于罕遇地震采用结构损伤为分析依据，对于多遇地震作用下则以层间最大剪力为依据。
Moreover, by adopting a structural damage model with double parameters, the formula for calculating structural earthquake damage probability is given.
进而采用双参数的结构破坏模型，给出了计算结构地震破坏概率的表达式。
Some factors, such as modeling error, measured noises, incomplete measured data, are main difficulties for many structural damage processes being utilized.
模型误差、量测噪声及量测数据不完整等因素是制约结构损伤识别技术应用的主要难点。
The strain mode is sensitive to structural damage, and joint damages of framed structures can be diagnosed successfully using Element End strain mode shift.
应变模态具有对结构损伤敏感的特点，应用结构杆端应变模态，完全可以实现框架结构节点的损伤诊断。
Earthquake excitation is represented by random process and structural damage is assessed in terms of maximum displacement and accumulated energy dissipation.
地震扰动用随机过程表示，结构的破坏用最大位移和累积能量耗损两个参数来评定。
Earthquake excitation is represented by random process and structural damage is assessed in terms of maximum displacement and accumulated energy dissipation.
地震扰动用随机过程表示，结构的破坏用最大位移和累积能量耗损两个参数来评定。
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