Damage identification forms a key objective in structural health monitoring. Several state‐of‐
the‐art review papers regarding progress in this field up to 2011 have been published. This …

Railway bridges are a critical part of the railway infrastructure system and the majority of
these bridges are approaching their expected design lifespan. These bridges need to be …

In this paper, a damage identification framework for steel-truss railroad bridges, based on
acceleration responses to operational train loading, is presented. The method is based on …

In this paper, a non‐parametric damage detection method for truss railroad bridges is
presented which utilizes statistical analysis of bridge strain responses to operational train …

Vibration-based structural health monitoring aims to not only detect the occurrence of the
damage but also identify the location of damage. The pseudo-local flexibility method (PLFM) …

To find the weak link of the structural stiffness is important to improve machine tool stiffness.
However, how to overcome the static deformation with difficulty acquisition is a difficult …

The weak part of the stiffness of machine tool combined structure is the key to improve the
stiffness of machine tool. To overcome the static deformation with difficulty acquisition, the …

目前, 基于时间序列分析的结构损伤检测方法中, 存在时间序列模型难以建立统计指标与损伤
程度定量关系的问题. 针对此问题, 提出基于信息熵的结构损伤识别方法, 该方法能同时检测损伤 …

Most of the developed sensitivity-based damage detection methods are based on the
application of external excitations which could be prohibitive due to infeasible excitation of …

The Federal Aviation Administration instrumented four concrete slabs of a taxiway at the
John F. Kennedy International Airport to collect pavement responses under aircraft and …