Proposal to Increase Resistance of Masonry Structures Low-Storey Buildings
Proposal to Increase Resistance of Masonry Structures Low-Storey Buildings
复制标题
提高砌体结构低层建筑抗力的建议
DOI：
10.4028/p-105rui
复制
发表时间：
2022
期刊：
影响因子：
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通讯作者：
Luděk Vejvara
中科院分区：
文献类型：
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作者：
Luděk Vejvara
提高砖结构的耐久性是当前减少特定自然灾害、超压风效应和异常荷载损害的要求。目前，这些结构是根据有效标准和经验进行设计的。它们仅在法规（尤其是消防法规）有要求的情况下才设计用于实现非凡效果。对于砖结构，通常遵循既定的程序和目录建议，并且这些结构的解决方案通常被认为是平庸的。但是，如果伤害超过了标准规定的效果怎么办？因此，本文致力于提供简单的说明，以将低层砖石建筑的耐用性提高到当前建筑和适用法规给出的正常极限之上。
Increasing the durability of brick structures is a current requirement for reducing damage in particular natural disasters, over-pressure wind effects and extraordinary loads.The structures are designed today according to valid standards and on the basis of empirical experience. They are designed for extraordinary effects only in cases where this is required by regulations, especially fire regulations. For brick structures, it is often followed by established procedures and catalogue recommendations, and the solution of these structures is often considered banal. However, what if the damage exceeds the effects set by the standards. Therefore, this contribution is devoted to simple instructions for increasing the durability of low-floor masonry buildings above the normal limit given by the current construction and the applicable regulations.