53:16 How much does your building weigh? How much could your building weigh? Should your building weigh??????? lol

19:22 and 30:23 how was the actual optimization done i.e. what software etc?

What are the cons of reuse both on an architectural and engineering standpoint?

Why does a 7 hour examination determine who is to be chartered or not. Why then are you practicing. I think chartership should be based on practice, track records, experience, project involvement. I could have a could practice and have phobia on the exams day. Then what??? Am not qualified??? (My Opinion)

Good Job Sir ❤❤❤

My uncle, an engineer who knew engineers who worked on the Olympic Stadium, told me… years ago… the reason the roof did not fit properly, was because the sides did not take into account the curvature of the earth. It was off by a degree or so. Enough to mean metres in height from one side to the other. Take that… flat earthers!

The physical reality of the structure configuration and the mathematical behavior of the structure should always be equivalent.

Great lecture, Thank you..

Nice presentation

Anyone know the equivalent to this organization in the U.S.?

As a young graduate, I agree with everything said because visualising is a key skill to have, to be able to solve complex engineering problems!

I remember watching all of this years ago. I have taught myself rhino, gh, python, and some C#. What a change that has been

An excellent Engineer. I love the phrase "the logic of form".

Very insightful. Thanks for sharing

Hello is there a part 2 to this?

How much would his 1851 great exhibition jurors medal be worth ?

Idk what type of optimization you use but your layout optimization part in peregrine is very poor at solving structure having multiple loadcase scenario

You open by talking about laborers in craft yet you speak not like one. Why do these people feel the desire to discuss our culture of building? I hate them all

When I look thru the big Smeaton book it’s timber frame trusses in tension, and load bearing masonry in compression. Those are the structural roots off all his buildings. All well and good but he certainly didn’t originate or improve these methods. He simply cataloged.

very interesting lecture!

Fascinating talk. I wondered how and if it takes into consideration types of materials to be used, but when they said it just looks where you need elements that made it so much clearer to me. I haven't had a chance to try their software, but I guess it simply gives you the list of loads for each element and it's up to you to then decide what materials you want to use where. Really cool

Can someone tell me what is the difference between Sustainable interior design and wellbeing interior design?

Where can I download this ppt?

Did Nervi design the hyperbolic paraboloid umbrella structures for three terminals in Newark Airport.. one terminal was demolished.. we lost a 1970's landmark.

Great presentation. Superb insight.

This is exceptional work

labor contained here is an plus plus

this guy doesn't define or explain his terms before launching into something, so good luck trying to understand the messages...

@Paul Shepherd Question: With the layout optimisation of trusses (59:01) and implementing a simplified global optimum in respect of the material weight - with the asymmetric geometry of the resulting truss design - if adopted and implemented in a building / structure - does the failure modality associated with material wear at end-of-life or accelerated degradation like corrosion or weakening through heat and fire perform less well in terms of safety margin and buffer of "over" engineering? Are the asymmetric members creating more criticality or 'Achilles Heels' at certain points?

Still inspired by this presentation

Neil Thomas and Aron Chadwick u guys are legend!

Thank you for the interesting lecture, one item to note regarding the failure of the structure due to neglection of Torsion at 38:00 The torsion which you pointed out was a hogging moment in a secondary beam, that moment appears to be such a small portion of the overall moment in that secondary beam that it could likely have been redistributed to a sagging moment in that same beam through plastic behaviour or even factors of safety, thereby nullifying the torsion theory. Ofcourse, the principle you are trying to convey of accounting of induced torsion in the structure is crucial, but it is perhaps not the best example.

Great job, well done!

good work , im now working on such academic research about pre-stressed cfrp effect on cold formed section if there is any available reference , data or contacts to give me data and support with my search. many thanks

Is there a link to the book they talked about in the lecture?

Wonderful content 🏆

Hi, I have a question and I don't know how to solve it. Can you help me find a solution? If I need help, where can I submit the question?

Amazing lecture. Thank you so much!

Fantastic! Creative ideas for structural design. I am very interested in.

really feel honored to be chartered

Great content . 👍

Some of the links are no longer valid - how would I go about finding the latest version of the "stabilityofreinforcement_v8__22_jan" document?

this is a gem

Amazing talk by Alan. Hero of the industry!

fantastic lecture

👍

I must say this is one of the most insightful lectures I have had recently. Thanks so much for sharing.

Amazing 👏. Thanks so much.

Excellent presentation! Thank you