Analysis of seismic non-structural damage in single-storey industrial steel buildings

被引：19

作者：

Scozzese, Fabrizio ^{[1
]}

Terracciano, Giusy ^{[2
]}

Zona, Alessandro ^{[1
]}

Della Corte, Gaetano ^{[2
]}

Dall'Asta, Andrea ^{[1
]}

Landolfo, Raffaele ^{[2
]}

机构：

[1] Univ Camerino, Sch Architecture & Design, Camerino, Italy

[2] Univ Naples Federico II, Dept Struct Engn & Architecture, Naples, Italy

来源：

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2018年 / 114卷

关键词：

Damage limit state; Non-structural elements; Cladding panels; Steel structures; Industrial steel buildings; Seismic analysis; BEHAVIOR; PERFORMANCE; EARTHQUAKE; DIAPHRAGMS; FASTENERS;

D O I：

10.1016/j.soildyn.2018.07.047

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

This study illustrates an approach that allows evaluating the intensity and extent of non-structural damage in steel buildings. Different levels of cladding panel damage are introduced and a specific cladding panel hysteretic model is included in the structural model and calibrated on available data from experimental tests. Numerical results from nonlinear dynamic analyses are elaborated in the form of fragility curves for the damage limit state and used to compare the consequences of different cladding behaviours on prototype single-storey industrial steel buildings used as case studies. The outcomes are also compared to a damage limit state derived from structural analysis adopting bare-frame models and conventional drift-based damage criteria.

引用

页码：505 / 519

页数：15

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