BautechnikVolume 100, Issue 1 JahresinhaltsverzeichnisFree Access Jahresinhaltsverzeichnis Bautechnik 2022 First published: 04 January 2023 https://doi.org/10.1002/bate.202370107AboutPDF ToolsRequest permissionExport citationAdd to favoritesTrack citation ShareShare Give accessShare full text accessShare full-text accessPlease review our Terms and Conditions of Use and check box below to share full-text version of article.I have read and accept the Wiley Online Library Terms and Conditions of UseShareable LinkUse the link below to share a full-text version of this article with your friends and colleagues. Learn more.Copy URL Share a linkShare onEmailFacebookTwitterLinkedInRedditWechat Volume100, Issue1January 2023 RelatedInformation
MauerwerkVolume 26, Issue 2 VorschauFree Access Vorschau: Mauerwerk 3/22 First published: 16 May 2022 https://doi.org/10.1002/dama.202270204AboutPDF ToolsRequest permissionExport citationAdd to favoritesTrack citation ShareShare Give accessShare full text accessShare full-text accessPlease review our Terms and Conditions of Use and check box below to share full-text version of article.I have read and accept the Wiley Online Library Terms and Conditions of UseShareable LinkUse the link below to share a full-text version of this article with your friends and colleagues. Learn more.Copy URL Share a linkShare onFacebookTwitterLinked InRedditWechat No abstract is available for this article. Volume26, Issue2May 2022 RelatedInformation
The German ETB-Richtlinie "Bauteile, die gegen Absturz sichern" (structures that protect persons against fall) from 1985 is one of the oldest standards still contained in the current Technical Building Regulations (Part A, Serial No. A 1.2.1.3). Like the Eurocode 1, it defines the actions on structures that protect against fall. But in contrast to EC1, it also contains verification methods and impact loads. This paper outlines the scope, where the ETB-Richtlinie is still relevant today, and deals with the theoretical background of impact actions, which has been poorly documented so far In addition, extended verification methods for window fastening in highly thermally insulating masonry are presented, which were developed in a research project cofunded by the DIBt.
BautechnikVolume 94, Issue 1 JahresinhaltsverzeichnisFree Access Jahresinhaltsverzeichnis Bautechnik 2016 First published: 03 January 2017 https://doi.org/10.1002/bate.201770107AboutPDF ToolsRequest permissionExport citationAdd to favoritesTrack citation ShareShare Give accessShare full text accessShare full-text accessPlease review our Terms and Conditions of Use and check box below to share full-text version of article.I have read and accept the Wiley Online Library Terms and Conditions of UseShareable LinkUse the link below to share a full-text version of this article with your friends and colleagues. Learn more.Copy URL Share a linkShare onFacebookTwitterLinkedInRedditWechat Volume94, Issue1January 2017 RelatedInformation
DIN 4103-1, Internal non-loadbearing partitions - Part 1: Requirements and verification" is one of the fundamental codes for interior construction. It applies in principle to all types and materials, that is masonry walls as well as drywall constructions or partitions made of glass. The previous version of 1984 had a surprisingly long validity. Due to changes in the surrounding codes, especially the introduction of the Eurocodes, an adaptation of DIN 4103-1 was necessary. The article describes the main differences in the new version compared to the previous state.
In the practical application of calculating slender beam structures the shear deflections are often neglected, since their portion of the total deformation is small. For deep girders however the shear deflections may reach a significant size. This paper explains the principles of shear deflections in the beam theory and gives design aids to assess and to calculate shear deflections for statically determinate systems.
In this article the soft body impact is described for barriers. It describes the normative rules and the background physics for the actual and the future standards. From this follows the calculation models and structural dummy loads for limit cases, this particularly is an important basis for the calculations of the sub constructions, if no experimental tests are existing or testing is not possible. The theoretical considerations of the soft body impact will be compared with practical testing and results of transient FEM simulations.
In this article are represented the comparison of the actual and future technical standards and rules for building parts which prevent persons from falling down. This supposed easy topic gives us by closer reflection many characteristics, gaps and overlappings in the regulations. The forecast of the future standards shows for the practical use many substantially changes. This article is concentrating on the horizontal uniformly distributed line loads and should serve as a guideline for the structural engineer. A further article will be about impact loading.