© 2016, Springer Science+Business Media New York.A procedure and results are examined for experimentally studying the seismic stability of sandy soil in the bed of a developed high-rise building in Kazan’ city. It is shown that the studied soil are not susceptible to fluidification in response to expected seismic events, although in certain of these, development of large additional deformations is predicted, which should be taken into account in design
The manuscript deals with the dynamic interaction between the seismic response of a masonry bell-tow...
The seismic behavior of liquefiable soils can be significantly influenced by many ground motion char...
Liquefaction is one of the main topics of seismic geotechnics. The effects of liquefaction on struct...
© 2016 Springer Science+Business Media New YorkA procedure and results are examined for experimental...
Field observations of seismic settlements of foundations on granular soils due to shear flow rather ...
The article presents the results of Building Codes’ analysis in different countries of the world in ...
The influence of different soil properties on the response behaviour of buildings and components was...
In 2015 the maps of seismic zoning on the territory of Russia were detailed according to new general...
Within the presented research, model tests were performed in 1-g conditions to investigate the lique...
The paper proposes fragility curves of masonry towers accounting for Soil-Foundation-Structure (SFS)...
The effect of soil flexibility is generally ignored in seismic design of buildings. The design is ge...
Seismic loading reduces the bearing capacity of soils and large settlement can occur. These effects ...
Ground dams as it is well known have a complex geometry and physical non-uniformity. Dams with inner...
The paper gives an overview of recent developments in evaluating seismic performance of geotechnical...
Subsiding soils are structurally unstable and are common and Russia (Northern Caucasus, Western Sibe...
The manuscript deals with the dynamic interaction between the seismic response of a masonry bell-tow...
The seismic behavior of liquefiable soils can be significantly influenced by many ground motion char...
Liquefaction is one of the main topics of seismic geotechnics. The effects of liquefaction on struct...
© 2016 Springer Science+Business Media New YorkA procedure and results are examined for experimental...
Field observations of seismic settlements of foundations on granular soils due to shear flow rather ...
The article presents the results of Building Codes’ analysis in different countries of the world in ...
The influence of different soil properties on the response behaviour of buildings and components was...
In 2015 the maps of seismic zoning on the territory of Russia were detailed according to new general...
Within the presented research, model tests were performed in 1-g conditions to investigate the lique...
The paper proposes fragility curves of masonry towers accounting for Soil-Foundation-Structure (SFS)...
The effect of soil flexibility is generally ignored in seismic design of buildings. The design is ge...
Seismic loading reduces the bearing capacity of soils and large settlement can occur. These effects ...
Ground dams as it is well known have a complex geometry and physical non-uniformity. Dams with inner...
The paper gives an overview of recent developments in evaluating seismic performance of geotechnical...
Subsiding soils are structurally unstable and are common and Russia (Northern Caucasus, Western Sibe...
The manuscript deals with the dynamic interaction between the seismic response of a masonry bell-tow...
The seismic behavior of liquefiable soils can be significantly influenced by many ground motion char...
Liquefaction is one of the main topics of seismic geotechnics. The effects of liquefaction on struct...