Background of simple design rules for masonry buildings under seismic loads.

被引:0
作者
Fehling, Ekkehard [1 ,2 ]
Butenweg, Christoph [3 ,4 ]
机构
[1] Rhein Westfal TH Aachen, Lehrstuhl Baustat & Baudynam, Mies Van Der Rohe Str 1, D-52074 Aachen, Germany
[2] SDA Engn GmbH, D-52134 Herzogenrath, Germany
[3] Univ Kassel, FB Bauingenieurwesen 14, FG Massivbau, D-34109 Kassel, Germany
[4] Ingenieurburo Bauwesen IBB Fehling Jungmann Gmb, D-34131 Kassel, Germany
关键词
D O I
10.1002/dama.201200537
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The development of the National Annex for DIN EN 1998-1 requires the check and revision of simple design rules based on the ENV-version taken novel research results into account. The same task was needed for the preparation of the revised version of DIN 4149. Both codes offer simple structural design rules for type and arrangement of horizontal load bearing walls in combination with tables of necessary shear wall areas, which can be used to avoid a structural analysis. The application of simple rules for buildings in low to moderate seismic areas, like Germany and other countries in Central Europe, is a reasonable possibility for the engineer to compass unnecessary computing time and well known safety verification problems of masonry shear walls. The present article introduces the background of simple design rules for masonry buildings and evaluates their application results in comparison to alternative calculation procedures.
引用
收藏
页码:127 / 137
页数:11
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