Elastic-Plastic Load-Carrying Capacity of Simple Frame Structures

被引：0

作者：

Juhas, Pavol ^{[1
]}

Senitkova, Ingrid Juhasova ^{[1
]}

机构：

[1] Inst Technol & Business Ceske Budejovice, Dept Civil Engn, Okruzni 517-10, Ceske Budejovice 37001, Czech Republic

来源：

5TH WORLD MULTIDISCIPLINARY CIVIL ENGINEERING-ARCHITECTURE-URBAN PLANNING SYMPOSIUM (WMCAUS) | 2020年 / 960卷

关键词：

D O I：

10.1088/1757-899X/960/4/042087

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The efficiency of plasticity for the design of steel frame structures is analysed in the paper. Technical theory of plasticity and standard assumptions and requirements for numerical study are applied. Two types of simple frames (double-sided pinned supporting and fixing) with different loading, geometrical dimensions of the frames and cross-sections of their columns and beams are considered. Some results of the numerical study and conclusions are also presented.

引用

页数：6

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