Influence of spiral anchor composite foundation on seismic vulnerability of raw soil structure

Autor: Shiwei Hou, Guangliang Gao, Hao Zhang, Zhanwen Lai, Junyan Han

Publikováno v: Earthquake Research Advances, Vol 2, Iss 4, Pp 100175- (2022)

A typical single-layer raw soil structure in villages and towns in China is taken as the research object. In the probabilistic seismic demand analysis, the seismic demand model is obtained by the incremental dynamic time history analysis method. The

Externí odkaz: https://doaj.org/article/95028bdca1674524a8f13db1385a670d

ПРОЧНОСТЬ АНКЕРОВКИ ЗАБИВНЫХ СПИРАЛЕВИДНЫХ АНКЕРНЫХ СВЯЗЕЙ В КАМЕННОЙ КЛАДКЕ

Publikováno v: Vestnik of Brest State Technical University; No. 1(124) (2021): Vestnik of Brest State Technical University; 11-15
Вестник Брестского государственного технического университета; № 1(124) (2021): Вестник Брестского государственного технического университета; 11-15

The results of experimental studies of the tensile load resistance of the anchor fastening of Sure Twist stainless steel spiral anchors, established by driving into the body of masonry products made of aerated concrete, expanded clay concrete, dense

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=issn18181112::99fcae30df1f0aa3b04270466a691384
https://journal.bstu.by/index.php/bstu_herald/article/view/499