Pedestrian Timber Bridges: Experimental Investigation and Modelling

被引：1

作者：

Sara, Casciati ^{[1
]}

Lucia, Faravelli ^{[2
]}

Daniele, Bortoluzzi ^{[2
]}

机构：

[1] Univ Catania, Sch Architecture, Dipartimento Ingn Civile & Ambientale, Dept DICA, Piazza Federico di Svevia, I-96100 Siracusa, Italy

[2] Univ Pavia, Dept Civil Engn & Architecture, I-27100 Pavia, Italy

来源：

DAMAGE ASSESSMENT OF STRUCTURES X, PTS 1 AND 2 | 2013年 / 569-570卷

关键词：

Condition monitoring; Fatigue damage; Structural health monitoring; Structural integrity; WIRELESS SENSORS; SYSTEM; DAMAGE;

D O I：

10.4028/www.scientific.net/KEM.569-570.319

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

For a specific pedestrian timber link case study, the authors had the chance to collect measurements of the structural response for a period of a few days but with the chance to repeat the monitoring in different seasonal weather conditions. This paper provides a synthesis of the data collected up to now. A parallel numerical model was implemented accounting for different potential constitutive law of the timber components and different hypotheses on the supports behavior.

引用

页码：319 / +

页数：2

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