Seismic capacity of masonry arches with irregular abutments and arch thickness

被引：23

作者：

Zampieri, Paolo ^{[1
]}

Simoncello, Nicole ^{[1
]}

Pellegrino, Carlo ^{[1
]}

机构：

[1] Univ Padua, Dept Civil Environm & Architectural Engn, Padua, Italy

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2019年 / 201卷

关键词：

Arch; Masonry; Limit analysis; Irregular geometry; FE analysis; BRIDGES; COLLAPSE; CONSTRUCTION; CONCRETE; BEHAVIOR; FAILURE;

D O I：

10.1016/j.conbuildmat.2018.12.063

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The simplest structural analysis for assessing the seismic capacity of a masonry arch is limit analysis. In fact, assuming an equivalent static seismic load, this method can be used to determine the lateral acceleration leading to the collapse mechanism. In this work, applying an analytical procedure, extensive parametric analysis was carried out to describe the seismic capacity of masonry arch structures with irregular geometry. In particular, arches with different abutment heights and discontinuous thicknesses have been examined. The results have been compared against those obtained by finite element analysis and by small scale experimental tests, and a good correlation has been found. (C) 2019 Elsevier Ltd. All rights reserved.

引用

页码：786 / 806

页数：21

共 33 条

[1] Hinging Mechanisms of Masonry Single-Nave Barrel Vaults Subjected to Lateral and Gravity Loads [J].