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
收藏
页码：319 / +
页数：2
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