Results 211 to 220 of about 9,353 (260)

Programmable Deployment of Multistable Origami Metasurfaces through Algorithmically Distributed State Alteration. [PDF]

Research (Wash D C)
Mondal S, Mukhopadhyay T, Naskar S.
europepmc   +1 more source

An integrated approach of hybrid ensemble machinelearning-based efficient seismic slope fragilityassessment and GIS mapping. [PDF]

Sci Rep
Mostafizur RM, Go C, Kwag S, Eem S, Hahm D.   +4 more
europepmc   +1 more source

A Copula-based framework for seismic resilience assessment of civil engineering structural systems. [PDF]

MethodsX
Xie C, Xu S, Zheng Q, Liu Y, Zhou J, Li J, Zhang K, Zhang W.   +7 more
europepmc   +1 more source

Extraction of Time-Varying Signals in GNSS and Geophysical Interpretation: Methods, Advances, and Challenges. [PDF]

Sensors (Basel)
Li X, Wu S, Li H, Liu B, Bian S, He Y.
europepmc   +1 more source

Effects of ground motion spectral characteristics on RC frame fragility considering liquefaction. [PDF]

Sci Rep
Fei Y, Chen LW, Gan SC, Tang LZ, Cui Z.
europepmc   +1 more source

Yielding brace system as a next-generation lateral load mechanism for seismic resilient cities. [PDF]

Sci Rep
Rc B, Rani V, Shirkol AI, Vyas R, Gondaliya K, Debnath P, Alluqmani AE, Fissha Y, Cheepurupalli NR, Ghodhbani R, Mandhaniya P, Ansari A.   +11 more
europepmc   +1 more source

Estimating in situ liquefaction potential and permanent ground displacements due to liquefaction for the siting of lifelines

, 1993
openaire   +1 more source

Buried pipelines with bends: analytical verification against permanent ground displacements [PDF]

Canadian Geotechnical Journal, 2016
Available analytical methodologies for the stress analysis of buried pipelines against large permanent ground displacements (PGDs) apply only to straight pipeline segments. Hence, a new methodology is proposed herein for the analytical computation of pipeline strains in bends of arbitrary angle and radius of curvature, located outside the PGD high ...
George D Bouckovalas
exaly   +3 more sources

The Mechanism and a Simplified Procedure for the Analysis of Permanent Ground Displacement Due to Liquefaction

Soils and Foundations, 1992
ABSTRACT To study the mechanism of permanent ground displacement due to liquefaction, shaking table tests on 24 soil models were conducted. In these models, the slope of the ground surface, the thickness of a liquefied layer, the density of the liquefied layer and some other factors were changed.
Hiroyoshi Kiku
exaly   +3 more sources

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Estimation of Permanent Ground Displacement Capacities for Corroded Pipelines

Lecture Notes in Civil Engineering
Dharma Wijewickreme
exaly   +2 more sources