Masonry buildings at the borderline to high-rise - Part 1

被引：3

作者：

Seim, Werner ^{[1
]}

Sommerlade, Kai ^{[1
]}

机构：

[1] Univ Kassel, Fachgebiet Holzbau & Bauwerkserhaltung, Kurt Wolters Str 3, D-34125 Kassel, Germany

来源：

MAUERWERK | 2016年 / 20卷 / 02期

关键词：

calculation methods; masonry; unreinforced; loading; combined; stress fields; in-plane-loading;

D O I：

10.1002/dama.201600691

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The interaction of vertical and horizontal loads is the decisive combination of actions for multi-storey buildings with masonry shear walls in most cases. This article presents a simple and clear method, which can be used with modern open floor plans to verify a favourable load transfer of the vertical actions for masonry walls. The method is extended in the second part of the article to be published in one of the coming issues of the journal Mauerwerk for horizontal actions and explained with an example.

引用

页码：138 / 146

页数：9