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In this study, we utilize a Tomography-based Persistent Scatterers Interferometry (Tomo-PSInSAR) approach for monitoring the deformation performances of high-rise buildings, i.e. SWFC and Jin Mao Towe...
Monitoring the static and dynamic behaviour of large dams has always been a topic of great importance, due to the impact these structures have on the whole landscape where they are built. Many instrum...
Leveling surveys, geodolyte, Global Positioning System (GPS), and very long interferometry surveys had been used to estimate the coseismic ground displacements during the MS 7.1, 17 October 1989 Loma ...
Significant insight into the dynamic local site response of a horizontally layered sediment deposit to seismic excitation can be gained from numerical simulations. In this paper we use a nonlinear loc...
Analytical solutions are obtained for axisymmetric elastic-plastic deformations in tightly tted concentric tubes with xed ends subjected to either internal or external pressure. Tresca's yield crite...
We performed sandbox tests and numerical analysis of the tests to investigated the deformation of the sand by reverse faulting. Test results can be simulated generally well by FEM using elasto-plasti...
Earthquakes in different geological regions show drastic variations in their effects such as, large surface upliftment/displacements of unconsolidated soil deposits. For this reason, we attempted to ...
Earthquake-induced Permanent Ground Deformation (PGD) can affect significantly underground gas or water pipelines. This paper describes large-scale experiments to investigate the effect of PGD on bur...
It is known that iterative procedures are always needed when the capacity spectrum methods based on the equivalent linear systems are employed to estimate the maximum deformation of existing structur...
The paper describes a calculus procedure to determine the elastic--plastic rotation capacity of steel structural members. The rotation capacity calculus is very important for the design of steel struc...

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