Shaking table experiment for considering the seismic performance of an existing unreinforced masonry urm building with jackarch flooring system was performed.This structural system is one of the most common traditional structures, especially in existing traditional school buildings in iran.
A novel shaking table substructure testing method that includes interaction forces determined by actuator forces and shaking table dynamic parameters is proposed and validated.The seismic.
To study the effect of reinforcement type and quantity on the response of model slopes in this study, a series of shaking table tests were carried out on model slopes reinforced with different quantities of geotextile and geogrid.Model slopes were constructed to an angle of 45 using poorly graded sand.Acceleration of base shaking and shaking frequency were varied in different tests.
This paper presents experimental investigations of the seismic performance of a smallscale physical model of micropiles under seismic ground motions.Shaking table tests were performed on a 4 4 group of vertical micropiles embedded in loose sand.
The paper is special for wooden structure housing in villages and towns, and taken appropriate reinforced measures to achieve the standard of seismic design of no collapse in big or medium earthquakes.The 12 scale model that loaded horizontally on the shaking table was designed to observe its damage characteristics and make an analysis of its destruction.
In this paper,the shaking table test on south tower of kerry center in jingan area is introduced,which includes the structural system characteristics,model material selection,similitude relationship and simplified design of the model structure.By analyzing the.
Seismic response of micropilesreinforced landslide based on shaking table test, geomatics, natural hazards and risk, 101, 20302050, doi 10.108019475705.2019.1664643 to link to this article.
Shaking table tests on seismic retrotting of rammedearth structures yaan wang1,2 ming wang1,2 kai liu1,2 wen pan3 xiaodong yang3 received 11 april 2016accepted 28 august 2016 springer sciencebusiness media dordrecht 2016 abstract rammedearth dwellings are widely used in rural areas worldwide with poor.
The full model was subjected to a suite of ground motions in the longitudinal direction by using a shaking table array.The seismic performance of the bridge model with three types of structural systemsa floating structural system, elastically constrained structural system, and supporting pier structural systemwas investigated experimentally.
Fullscale shaking table test of a threestory floorbyfloor assembled steel braced framej.Journal of building structures, 2018, 399 2229.12 wu zhongtie, fan pingping, du yongfeng, cheng xuansheng.Study on effect of seismic wave parameters and seismic mitigation performance of based isolated structure through serial seismic testsj.