The failure mechanism for a cylindrical container under vacuum is buckling.
If we look at the equation predicting buckling pressure we can figure out which variables are most responsible for the differences you see in the videos:
$$P_b=\frac14 \frac{E}{1-\nu^2}\left(\frac{t}{r}\right)^3$$
Where $P_b$ is buckling pressure, $E$ and $\nu$ are the modulus of elasticity and poisson's ratio of the material, and $t$ and $r$ are the wall thickness and radius of the cylinder. This is neatly split into a material factor and a geometry factor.
For glass:
$$\frac{E}{1-\nu^2}=\frac{70 \, \text{GPa}}{1-0.22^2}= 74\text{GPa}$$
And Mild Steel:
$$\frac{E}{1-\nu^2}=\frac{200 \, \text{GPa}}{1-0.3^2}= 220\text{GPa}$$
So from this it seems your intuition that steel is the superior material is still definitely true. So what's going on?
It must be the geometry. The glass containers were designed to handle vacuum and their thickness to radius ratio is much better suited for it.
So let's find out approximately how thin that unreinforced tanker wall must have been:
$$ 1\text{ATM}=\frac14\;220 \, \text{GPa}\;\left(\frac{t}{1\,\text{m}}\right)^3$$
$$ t \approx 1 \text{cm}$$
You may be wondering, well why are the steel containers so thin? Wouldn't they rupture under pressure then?
For comparison, let's look at the equation for rupture pressure:
$$P_r=\sigma_y \frac{t}{r}$$
Where $P_r$ is rupture pressure, $\sigma$ is the stress limit of the material, and $t$ and $r$ are still the wall thickness and radius of the cylinder. This is also neatly split into a material factor and a geometry factor.
For Mild Steel:
$$\sigma=200 \text{MPa}$$
So that tanker could handle a pressure of:
$$P_r=\sigma_y \frac{t}{r}=200\text{MPa} \frac{1 \text{cm}}{1 \text{m}}= 2\text{Mpa}$$
So it could handle a pressure of roughly 20 atmospheres before rupturing. That's probably way more pressure than it would ever need. So then the wall is actually much thicker than it would really need to be. It's designed that thick so that it won't collapse under its own weight and so it won't buckle (extremely) easily. This brings us to the reinforced tanker. The reason it has support structure in bands around it is to allow the metal to be thinner since it doesn't actually need to be that thick to hold the pressure of the fluid.
Then you might be asking if the wall was so much thinner for the reinforced tanker, why didn't it collapse at a much weaker vacuum? For that we need to examine the buckling pattern. The unreinforced tanker just folded with two portions moving out and two portions moving in. This is the simplest buckling mode and has the lowest pressure threshold. The reinforcements on the other tanker prevented that mode from occurring by providing additional rigidity, so the buckling that occurred followed a much more complex pattern.