Seismic Assessment of the Bell Tower of Santa Maria Del Carmine: Problems and Solutions

被引：32

作者：

Ceroni, Francesca ^{[1
]}

Pecce, Marisa ^{[1
]}

Manfredi, Gaetano ^{[2
]}

机构：

[1] Univ Sannio, Dept Engn, I-82100 Benevento, Italy

[2] Univ Naples Federico 2, Dept Struct Engn, Naples, Italy

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2010年 / 14卷 / 01期

关键词：

Masonry Heritage Buildings; FE Models; Linear Static and Dynamic Analysis; Nonlinear Analysis; Out-of-Plane Mechanisms; Seismic Assessment; MASONRY; BEHAVIOR; FRP;

D O I：

10.1080/13632460902988968

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A complete structural analysis of the bell tower of Santa Maria del Carmine in Naples (Italy) has been developed by using a 3D FE model based on the results of detailed experimental investigations in situ. Linear analysis for gravity loads, linear modal analysis, and nonlinear static analysis (Push Over) were carried out in order to assess the seismic capacity of the structure. A check of local out-of-plane failure mechanisms was also performed to verify if the structure is able to attain a global behavior. Problems and solutions related to the different methods are presented and discussed.

引用

页码：30 / 56

页数：27

共 41 条

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[Anonymous], 2004, 13 WORLD C EARTHQ EN

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