Adjustment of small-span masonry arch bridges to present-day demands

被引：0

作者：

Kindij, Alex ^{[1
]}

Ivankovic, Ana Mandic ^{[1
]}

Vasilj, Marin ^{[1
]}

机构：

[1] Sveuciliste Zagrebu, Gradevinski Fak, Zavod Konstrukcije, Zagreb, Croatia

来源：

GRADEVINAR | 2014年 / 66卷 / 01期

关键词：

assessment; masonry arch bridge; small spans; concrete deck slab; real traffic load;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

An overview of deterioration mechanisms and damage to masonry arch bridges, methods for inspection of existing structures, and conservative and sophisticated assessment methods, is presented in this paper. An original preliminary assessment procedure is developed based on the analysis of small-span masonry arch bridges using three conservative assessment methods, and an additional analysis of strengthening and adjustment of these bridges during their service life to modern traffic demands. The procedure contains three basic steps: data collection, arch assessment, and deck slab assessment.

引用

页码：37 / 49

页数：13

共 22 条

[1]

[Anonymous], 2001, BA1697, V3

[2]

[Anonymous], 2009, BS103 GOV IND MIN RA

[3]

[Anonymous], 2010, 13171 EN EUR COMM ST

[4]

[Anonymous], 2011, LIM STAT RING MAN VE

[5]

[Anonymous], 2008, ARCH M MAS ARCH BRID

[6]

Audenaert Amaryllis, 2010, WSEAS Transactions on Applied and Theoretical Mechanics, V5, P221

[7]

Brencich A., 2007, UIC WORKSH MAS ARCH

[8]

Garcia-Catalan R O., 2006, Catalogue of Damages for Mandonry Arch Bridges

[9]

Gilbert M., 1994, STRUCT ENG, V72, P356

[10]

Gilbert M., 2007, RCH 07, P13

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