Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures. (1st July 2017)

• Record Type: Journal Article
• Authors: Bernagozzi, Giacomo; Landi, Luca; Diotallevi, Pier Paolo
• Is Part Of: Engineering structures. Volume 142(2017:Jul. 01)
• Page Start: 192
• Page End: 210
• Publication Date: 2017-07-01
• Subjects: LPF load participation factor -- MF modal flexibility -- MPF mass participation factor -- MPL mass proportional load -- MPL-PF mass proportional load participation factor -- STFB shear-type frame building -- SSB simply-supported beam -- UL uniform load -- UL-PF uniform load participation factor; Flexibility truncation error -- Modal flexibility-based deflection -- Load participation factor -- Uniform load -- Mass proportional load -- Mass irregular structure; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2017.03.057
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A truncation-error approach for modal flexibility-based deflections is proposed. These errors are correlated with a proposed load participation factor (LPF). For a mass proportional load (MPL) the MPL-PF is the mass participation factor. The MPL is proposed as an alternative to the state-of-art uniform load (UL). For mass irregular structures the MPL errors are mostly lower than the UL errors. Abstract: It is of interest in the fields of vibration-based structural identification and damage detection to analyze the truncation effects introduced on modal flexibility (MF) based deflections that are estimated using only a subset of structural modes. To address this problem, an approach for truncation error analysis on MF-based deflections of structural systems subjected to a generic load is proposed in this paper. The approach is based on the determination of the relative contribution of each mode to the deflection by means of a proposed load participation factor (LPF). This factor, as derived analytically, depends both on the applied load and on the distribution of the structural masses. The validation of the proposed approach was carried out both on numerical models of shear-type frame buildings and on experimental data of a steel frame structure tested under ambient vibrations (i.e. the benchmark study sponsored by the IASC-ASCE Task Group on SHM). In both cases, results show that the LPF factors can give an a priori indication of the truncation effects expected on the MF-based deflections. The relationship between the proposed approach and the approach based on the mass participation factors, introduced by Zhang and Aktan (1998) for the case of uniform load (UL) deflections, is discussed since the two approaches are equal only if a special load, which is a mass proportional load (MPL), is considered. Thus, the application of this MPL load for mass irregular structures is also investigated. Numerical analyses performed both on a shear-type frame building and on a simply-supported beam, showed that for the great majority of the analyzed configurations, the truncation errors on the MF-based deflections due to the MPL are lower compared to those related to the UL.