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It is shown that the dynamic behavior of full scale reactors may be much more complex than presented before and that thoroidal and chaotic oscillations may arise at different regions of the parameter space.
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This paper presents an experimental study on the flexural behavior of full-scale CFRP-strengthened H-section steel beams.
In the present work, the model is modified slightly to represent the behavior of full-scale industrial reactors.
The aim is to investigate the nonlinear structural behavior of full-scale screwed timber-to-concrete beams.
Calixto and Lavall ([1998]) carried out an experimental investigation on the structural behavior of full-scale one-way single-span composite slabs with ribbed decking.
Hassan et al. (2008) experimentally compared the shear strength and cracking behavior of full-scale reinforced beams made with SCC and NC.
For example, Sasani et al. (2007, 2008a, b, 2011a, b) made great efforts to investigate the collapse behavior of full-scale reinforced concrete (RC) structures.
The emphasis of this investigation is to study the cyclic behavior of full-scale reinforced concrete beams with longitudinal and transverse reinforcement bars.
An experimental test was carried out to investigate the shear behavior of full-scale beams constructed with high volume fly ash self-consolidating concrete (HVFA-SCC).
The following study analyzes the shear behavior of full-scale slabs without shear reinforcement (the design of slabs used in nuclear buildings) under a concentrated load near a linear support.
In this study, the settlement and punching behavior of full-scale conventional reinforced concrete (RC) and steel fiber-reinforced concrete (SFRC) precast tunnel lining segments fabricated for a subway tunnel in Canada were investigated.
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