2,243 publications from this institution
A three-dimensional surrogate model is presented for the seismic performance assessment of cylindrical atmospheric liquid storage tanks. The proposed model consists of a concentrated fluid mass attached to a single vertical beam-column element that rests on rigid beam-spokes with edge springs. The model is suitable for rapid static and dynamic seismic performance assessment. Contrary to other simplified models for tanks, its properties are determined through a simple structural analysis that can be performed in any nonlinear analysis software, without the need for complex finite-element models. The results compare favorably to those of three-dimensional finite-element models on three tanks of varying aspect ratios. A step-by-step example of the modeling procedure is presented for a squat unanchored tank, and a sensitivity analysis is conducted in order to investigate the effect of various modeling parameters on the seismic response of the proposed tank model.
In the present study, the use of industrial waste materials for the improvement of corrosion resistance and durability of concrete was investigated. For the experimental procedure, waste material generated by electrolytic manganese dioxide production and iron mill scale (calamine) in different proportions were used as cement replacements. Concrete specimens in various sizes were prepared, while the corrosion resistance was measured on cylindrical reinforced-cement mortars; specimens without additives (reference) were also constructed for comparison reasons. After demoulding, the specimens were partially immersed in sodium chloride solution up to testing. Current measurements and corrosion rate of steel rebars embedded in mortars were estimated, while the compressive strength and porosity of concretes were also measured. The experimental results indicate that additives may be used as supplementary cementitious materials in low replacement levels (5% w/w). Additionally, the additives seem to provide anticorrosion protection on the reinforcement steel against chloride ingress.