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The reproducibility of the pressure-sensitivity of the FAQTCs under cyclic load is explored.
The case of a moving load is explored and performance charts are generated to design and optimize the structure in response to the patch loads.
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In this paper, the development rule of compressive strength of concrete under sustained loads is explored.
The Failure Assessment Diagram (FAD) for evaluating the safety margin of cracked structure under biaxial loading is explored.
The dynamic response of piles to seismic loading is explored by means of an extensive parametric study based on a properly calibrated Beam-on-Dynamic-Winkler-Foundation (BDWF) model.
The structural coupling behavior between the plate and the shell and the coupling relationship between the line force loading and the line moment loading were explored.
Failure surfaces of bridges under seismic loads are explored for the first time to reveal low curvature the multi-dimensional limit state function and confirm the applicability of metamodels.
The mitigating effect of DGPF coating with respect to design parameters such as average density, density difference (uneven density), gradient functions and load intensity is explored.
In this study, the effectiveness of using RBDO to develop a design load model is explored, which is to be used to design a wide range of bridge girders subjected to location-specific traffic loads.
The effect of impact velocity and loading rate is explored numerically.
The fracture mechanics aspect on the assessment of crack tip severity under cyclic loading condition is explored.
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