Characterization and monitoring of seismic performance of post-tensioned steel modular structures

Article

Zheng, T., Lu, Y., Usmani, A., Seeam, A. and Laurenson, D. 2012. Characterization and monitoring of seismic performance of post-tensioned steel modular structures. Proceedings of the 15th World Conference on Earthquake Engineering (15 WCEE).
TypeArticle
TitleCharacterization and monitoring of seismic performance of post-tensioned steel modular structures
AuthorsZheng, T., Lu, Y., Usmani, A., Seeam, A. and Laurenson, D.
Abstract

Modular structure systems are increasingly used in the building construction due to their advantages in terms of manufacturing quality, speedy erection on-site, efficient use of materials, lower life-cycle cost, as well as some other environment-friendly features. This paper presents a study on the characteristics of the seismic behaviour of a post-tensioned modular system (PTMS), made of tubular steel frames. A simplified model with beamcolumn and link elements is developed for the analysis of the global response of the structure and interactions between the pre-stressing system and main frame components under seismic loading. For the complex nonlinear behaviour of local regions, a refined FE model is employed. Three potential failure modes are identified. The seismic capacity of a typical multi-storey modular building is evaluated and possible enhancements are discussed. In addition, a low-cost structural health monitoring system for the particular structural condition and performance monitoring is described.

Middlesex University ThemeCreativity, Culture & Enterprise
JournalProceedings of the 15th World Conference on Earthquake Engineering (15 WCEE)
Publication dates
Online05 Sep 2012
Publication process dates
Deposited05 Oct 2022
Accepted01 Aug 2012
Output statusPublished
LanguageEnglish
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