... list defined by the two nodes that build each element, and the geometric and material properties needed for linear-elastic analysis of the structure: cross-sectional area of the members and the Young's Modulus of the selected material. Additionally, at this stage, one needs to identify which nodes...

...Hua‐Peng Chen; Nenad Bicanic Purpose The paper aims to identify both the location and severity of damage in complex framed buildings using limited noisy vibration measurements. The study aims to directly adopt incomplete measured mode shapes in structural damage identification and effectively...

... algorithm for computation of response of different types of base isolated buildings, considering non‐linear behaviour of the isolation systems, subjected to multi‐directional motion. The solution algorithm is based on the implicit‐implicit partitioned Newmark’s method in predictor‐corrector form. Response...