Results 11 to 20 of about 65,911 (263)
Assessment of Pohang Earthquake-Induced Liquefaction at Youngil-Man Port Using the UBCSAND2 Model
Applied Sciences, 2020 The practical constitutive model UBCSAND2, which combines two-mobilized planes—a maximum shear stress plane and a horizontal plane within a framework of classical plasticity approach—is used to incorporate shear-induced effects in both loading and ...
Nhat-Phi Doan +2 more
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Investigation of Monotonic and Cyclic Behavior of Soft Clay Using Direct Simple Shear Apparatus
Engineering Transactions, 2019 The purpose of this research was to study the monotonic and cyclic simple shear mode behavior of Bangkok clay, using direct simple shear apparatus. The monotonic specimens were prepared in a saturated condition and were K0 consolidated before being ...
Sutera BENCHANUKROM +2 more
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Applied Sciences, 2020 Damping is one of the important issues related to isolated structures, including the newly proposed low-cost spring-asphalt isolation system. In this study, the damping properties of the system in terms of displacement dependence, frequency dependence ...
Shouping Shang, Zhen Wang
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Cyclic simple shear tests on saturated sand in multi-directional loading
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1980 ABSTRACT Several series of multi-directional undrained simple shear tests were performed on saturated sand specimens, using a simple shear test device incorporating two pnumatic cyclic loaders in two mutually perpendicular horizontal directions.
Kenji Ishihara, Fumio Yamazaki
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Effect of grain disorientation on early fatigue crack propagation in face-centred-cubic polycristals: A three-dimensional dislocation dynamics investigation [PDF]
, 2013 Three-dimensional dislocation dynamics simulations are used to study micro-crack interaction with the first micro-structural barrier in face-centred cubic bi-crystals loaded in high cycle fatigue conditions. In the examined configuration, we assumed that
depres, christophe +3 more
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Numerical and experimental analysis of the leaning Tower of Pisa under earthquake [PDF]
, 2017 Twenty years have passed from the most recent studies about the dynamic behavior of the leaning Tower of Pisa. Significant changes have occurred in the meantime, the most important ones concerning the soil-structure interaction.
Akkar +19 more
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Seismic response of timber frames with cane and mortar walls [PDF]
, 2014 This paper describes an experimental study into the seismic behaviour of low-cost walls incorporating timber frames with composite cane and cement mortar panels.
Elghazouli, AY +3 more
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Characterization of the material response in the granular ratcheting [PDF]
, 2005 The existence of a very special ratcheting regime has recently been reported in a granular packing subjected to cyclic loading \cite{alonso04}. In this state, the system accumulates a small permanent deformation after each cycle.
A. Niemunis +23 more
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Geotechnical Testing Journal, 2022 ABSTRACT Textured platens are often used to improve the transfer of shear stresses from the platens to the soil specimen during direct simple shear (DSS) tests. However, constant-volume DSS tests when textured platens are used can be affected by inadequate engagement of the soil at the platen-soil interface, leading to large reductions ...
Francisco Humire +4 more
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Strain range dependent cyclic hardening of 08Ch18N10T stainless steel-experiments and simulations [PDF]
, 2019 This paper describes and presents an experimental program of low-cycle fatigue tests of austenitic stainless steel 08Ch18N10T at room temperature. The low-cycle tests include uniaxial and torsional tests for various specimen geometries and for a vast ...
Fumfera, Jaromír +4 more
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