Analysis of the performance in the linear field of Equivalent-Frame Models for regular and irregular masonry walls

Siano Rossella; Sepe Vincenzo; Camata Guido; Spacone Enrico; Roca Pere; Pela Luca

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Analysis of the performance in the linear field of Equivalent-Frame Models for regular and irregular masonry walls

机译：规则和不规则砌体墙等效框架模型线性场中的性能分析

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摘要

The Equivalent-Frame Method (EFM), a simplified procedure for structural modelling of masonry constructions, is having a great success for the good balance that it allows between the accuracy of the geometrical description and the simplicity of the mechanical calibration.

机译：等效框架法（EFM）是一种简化的砖石结构结构建模程序，由于其在几何描述的准确性和机械校准的简便性之间取得了良好的平衡，因此取得了巨大的成功。

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来源
《Engineering Structures》 |2017年第15期|190-210|共21页
作者
Siano Rossella; Sepe Vincenzo; Camata Guido; Spacone Enrico; Roca Pere; Pela Luca;
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作者单位

Univ G dAnnunzio, Dept Engn & Geol, Viale Pindaro 42, I-65127 Pescara, Italy;

Univ G dAnnunzio, Dept Engn & Geol, Viale Pindaro 42, I-65127 Pescara, Italy;

Univ G dAnnunzio, Dept Engn & Geol, Viale Pindaro 42, I-65127 Pescara, Italy;

Univ G dAnnunzio, Dept Engn & Geol, Viale Pindaro 42, I-65127 Pescara, Italy;

Univ Politecn Catalunya UPC BarcelonaTech, Dept Civil & Environm Engn, Jordi Girona 1-3, Barcelona, Spain;

Univ Politecn Catalunya UPC BarcelonaTech, Dept Civil & Environm Engn, Jordi Girona 1-3, Barcelona, Spain;

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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种 eng
中图分类
关键词
Masonry structures; URM walls; Equivalent-Frame Models (EFM); Irregularity; Seismic vulnerability;

机译：砌体结构;URM墙;等效框架模型（EFM）;不规则性;地震易损性;

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1. Numerical investigation of non-linear equivalent-frame models for regular masonry walls [J] . Siano Rossella, Roca Pere, Camata Guido, Engineering Structures . 2018,第OCTa15期

机译：常规砌体墙非线性等效框架模型的数值研究
2. HOMOGENIZED AND HETEROGENEOUS LIMIT ANALYSIS MODEL FOR PUSHOVER ANALYSIS OF ANCIENT MASONRY WALLS WITH IRREGULAR TEXTURE [J] . Giuseppe Alfredo Cundari, Gabriele Milani International journal of architectural heritage . 2013,第3期

机译：不规则纹理古砌体墙推覆分析的均质和非均质极限分析模型
3. A simple homogenized orthotropic model for in-plane analysis of regular masonry walls [J] . Di Nino Simona, Luongo Angelo International Journal of Solids and Structures . 2019,第期

机译：常规砌体墙体面内分析的简单均质正交模型
4. EVALUATION OF SEISMIC PERFORMANCE OF REGULAR AND IRREGULAR IN ELEVATION R/C FRAMES WITH MASONRY INFILL WALLS, DESIGNED TO EC8 [C] . Elena Vaseva European conference on earthquake engineering . 2002

机译：根据EC8设计评估带砌体填充墙的高架R / C框架的常规和不规则抗震性能
5. Analysis of Factors Affecting Peak to Average Ratio and Mean Power in Wave Energy Converter Models Using Regular and Irregular Waves [D] . Mcintyre, Connor. 2020

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6. Strongly Correlated Excitons of Regular/Irregular Planar Quantum Dots inMagnetic Field: Size-Extensive Bi- and Triexciton (e–h–e–hand e–e–h/e–h–h) Systems by MultipoleExpansion [O] . Harsimran Kaur, Sunny Singh, Priyanka Aggarwal, 2017

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7. Micro-scale continuous and discrete numerical models for nonlinear analysis of masonry shear walls [O] . Massimo Petracca, Luca Pelà, Riccardo Rossi, 2017

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8. Constitutive Models for Nonlinear Finite Element Analysis of Masonry Prisms and Infill Walls [R] . Al-Chaar, G. L., Mehrabi, A. 2008

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Analysis of the performance in the linear field of Equivalent-Frame Models for regular and irregular masonry walls

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