<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-04-14T08:59:06Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:2117/109293" metadataPrefix="oai_dc">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:2117/109293</identifier><datestamp>2025-07-16T23:04:55Z</datestamp><setSpec>com_2072_1033</setSpec><setSpec>col_2072_452949</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
   <dc:title>Active bending to facilitate the installation process of membranes in statically self-locking spatial structures - comparison of two case studies</dc:title>
   <dc:creator>Klasz, Walter</dc:creator>
   <dc:subject>Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits</dc:subject>
   <dc:subject>Finite element method</dc:subject>
   <dc:subject>Air-supported structures</dc:subject>
   <dc:subject>Case study</dc:subject>
   <dc:subject>Assembly</dc:subject>
   <dc:subject>Self-forming process</dc:subject>
   <dc:subject>Hybrid construction</dc:subject>
   <dc:subject>Active bending</dc:subject>
   <dc:subject>Minimal surface membranes</dc:subject>
   <dc:subject>Estructures pneumàtiques</dc:subject>
   <dc:description>This paper presents the compressed usage of elastic material in statically self-locking configurations facilitating the assembly of hybrid structures based on the steady state balance.&#xd;
The full scale realized case study 01 “A Cloud for fresh Snow” - a commissioned research for the Austrian Neuschnee-Gmbh - is compared with the case study 02 “The violin unit”. In the case study 01 the classical type of bending (Indian bow) is applied in a configuration of six elastic members and four minimal surface membranes in the form of a spherical tetrahedron. The other type of active bending – applied in the case study 02 - consists of the phenomenon of the violin bow, where a curved member is bent by tensile forces towards its straight form. Both case studies have in common that their patterned membranes can be installed easily without tension-forces in a first step and that these membranes can be comfortably pre-stressed in their determined form without additional tools in a second step.</dc:description>
   <dc:date>2015-10-19</dc:date>
   <dc:type>Conference lecture</dc:type>
   <dc:identifier>978-94-944-244-8-9</dc:identifier>
   <dc:identifier>https://hdl.handle.net/2117/109293</dc:identifier>
   <dc:language>eng</dc:language>
   <dc:rights>Open Access</dc:rights>
   <dc:format>11 p.</dc:format>
   <dc:format>application/pdf</dc:format>
   <dc:publisher>CIMNE</dc:publisher>
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