Your browser is out-of-date.

In order to have a more interesting navigation, we suggest upgrading your browser, clicking in one of the following links.
All browsers are free and easy to install.

 
  • in vitruvius
    • in magazines
    • in journal
  • \/
  •  

research

magazines

interview ISSN 2175-6708

abstracts

português
Entrevista com o arquiteto alemão Peter Mehrtens, chefe da equipe de concepção computacional da Bemo Systems e sócio de uma firma de consultoria chamada Design to Fabrication.

how to quote

CELANI, Gabriela; BARBOSA NETO, Wilson; MOARA SANTOS FRANCO, Juarez. An interview with architect Peter Mehrtens. From Design to Fabrication. Entrevista, São Paulo, year 16, n. 063.02, Vitruvius, jul. 2015 <https://www.vitruvius.com.br/revistas/read/entrevista/16.063/5541/en>.


Wei Wu Ying Center for The Arts, Taiwan. Escritório Mecanoo
Foto divulgação [website Mecanoo]

 

Juarez Moara Santos Franco: The stiffeners in the panels avoid buckling. Is there a model for calculating the stresses and resistance in the panels? Is that made for the overall structure or panel by panel?

Peter Mehrtens: The stiffener or rib is produced with the first set of tools. They prevent buckling in the panel  when the flat material is folded up into the [vertical] seam, that is creating the section. When there is a curve in the top view of a panel it means that the vertical seam is either being stressed or compressed. This brings in tension into the entire cross section. Having the ribs run parallel to the vertical seams (where the tension is being created) helps to relax this tension and then have the central part of the panel without tension. So the rib can compensate the tension of stretching and compressing the side vertical seams. We do use finite element analysis during the digital prototyping in project development. However, for any individual panel the algorithms are already pre-defined and we know the limits. So we do not need to have finite elements running for each section and we do have structural engineers in-house who take care of the overall issues. When you have a building envelope you have wind loads, you have the forces that need to be brought into the structure, what density of holders do you need, and what length of holders do you need to transport that, and these algorithms do use finite element technology.

JMSF: What if there is the need to replace one panel. Is that easy? How is it produced?

PM: You would remove the damaged panel by cutting it out and you need to substitute it by a new panel that can fit it. There are two options, either by lifting the second panel and putting in a new panel and reclosing it, or using a larger panel covering the seams on both sides. But if the machine is not there anymore, then this panel can only be produced where the machine currently is, and the panel must be shipped. For a single panel usually it is not likely that the machine is going to be taken to the place. It is basically a trade off. If it is a long panel, which is difficult to transport, it can be cut in parts for transportation and then re-weld on place. It is basically an economic decision. But it does not happen often. Standing seam metal roofing is a long-lasting [construction technology]. Sometimes the paint is damaged and then that part can be repainted and replaced.

comments

063.02
abstracts
how to quote

languages

original: português

outros: english

share

063

063.01

Entrevista com Maria Madalena Pinto da Silva

Júlia Coelho Kotchetkoff

063.03

Entrevista com Eduardo Souto de Moura

Isa Clara Neves

063.04

Entrevista com a arquiteta paisagista Rosa Kliass

Antônio Agenor Barbosa, Rachel Paterman and Stella Rodriguez

063.05

Entrevista com o designer Sergio Rodrigues

Marcelo Bezerra

newspaper


© 2000–2019 Vitruvius
All rights reserved

The sources are always responsible for the accuracy of the information provided