Practical application of a non‐linear earthquake analysis according to DIN EN 1998‐1 / Praktische Anwendung einer nichtlinearen Erdbebenanalyse nach DIN EN 1998‐1

Seismic safety verification can be performed by maintaining constructive rules or by calculation. Verification by calculation can be performed with a linear simplified or linear multi‐modal response spectrum analysis. Alternatively, a non‐linear quasi‐static verification is also possible according to DIN EN 1998‐1, which was not available in DIN 4149. In this article, the non‐linear quasi‐static earthquake verification according to DIN EN 1998‐1 is presented in practice, using the example of a building in Mittenwald/Germany. The verification has been checked and accepted by an independent building supervision report.     

Design of masonry buildings of three‐layered units according to Eurocode 6 / Bemessung von Mauerwerksbauten aus Dreischichtsteinen nach Eurocode 6

In the recent past, the masonry industry has developed many different solutions for optimising the heat protection of buildings. This took place for the building materials, geometric design, but also by development of multiple layered stones in which the components masonry unit, insulation and outer shell have been integrated into a block.     

Tragfähigkeitstafeln für unbewehrtes Mauerwerk nach DIN EN 1996‐3/NA:2019‐12

Load‐bearing capacity tables for unreinforced masonry according to DIN EN 1996‐3/NA:2019‐12 Practical design aids are important tools in the day‐to‐day business of structural design. The design of primarily vertically loaded masonry walls in usual building construction can be carried out with the help of so‐called load‐bearing capacity tables. A table value is read off exclusively as a function of the geometric conditions, which – multiplied by the masonry compressive strength – results in the load‐bearing capacity of the wall for cold design and in case of fire. By comparing the acting and resisting force, the verification of structural design can be provided in a simple and yet economical form. The bearing capacity tables based on the simplified calculation methods according to DIN EN 1996‐3/NA:2019‐12 [1], [2] and DIN EN 1996‐1‐2/NA:2013‐06 [3], [4] are presented in this paper. Compared to the previous edition of Part 3 of Eurocode 6, the extended scope of application is taken into account, as well as the normative changes to the construction method with partially supported slabs.     

Masonry buildings at the borderline to high‐rise – Part 1 / Mauerwerksbauten an der Hochhausgrenze – Teil 1

The interaction of vertical and horizontal loads is the decisive combination of actions for multi‐storey buildings with masonry shear walls in most cases. This article presents a simple and clear method, which can be used with modern open floor plans to verify a favourable load transfer of the vertical actions for masonry walls. The method is extended in the second part of the article to be published in one of the coming issues of the journal Mauerwerk for horizontal actions and explained with an example.     

Designing sound insulation in multi‐storey residential dwellings in accordance with E DIN 4109‐2 / Schallschutzplanung im Geschosswohnungsbau nach E DIN 4109‐2

The method for calculating airborne sound insulation between apartments as specified in DIN EN 12354‐1:2000 has been used for many years – and is increasingly being used – in architectural design. This article will give a short overview of the basic principles of this calculation method, highlighting some special aspects, and will then focus on its application in practice. In particular, the experience gained with the KS Schallschutzrechner software (calculator for the prediction of sound insulation between dwellings and terraced houses ), which has now been in use for twelve years, demonstrates that – in spite of the improved prognostic accuracy – the method is not more labour‐intensive than that of the previous procedure specified in DIN 4109 Supplement 1, provided suitable design aids are used.     

High‐Tech‐Cellulose‐Funktionspolymere nach dem ALCERU®‐Verfahren

Functional High‐Tech‐Cellulose materials by the ALCERU® process Cellulose is one of the eldest materials of mankind. While the use of cellulose in former times was focused on application as a more construction or as a more textile material at present time the application profile turns to a more functional material using the ALCERU® process. Shaping of pure cellulose dissolution in NMMNO permits the manufacturing of materials for upholstery, filtration or biodegradable film strips having an uniform cross section. Fibreds, which can be applied in several packaging materials, are available using different techniques for regeneration cellulose. A great field of innovative functional cellulose materials is opened up by addition of several functional additives to cellulose dissolution. In this way piezo‐electrical conductive cellulose fibres (PZT) or high‐temperature filtration membranes are to be generated if one adds special types of ceramic powders. Above all PZT green fibres are applied in more recent uses as sensors or actuators. Electrically conductive cellulose fibres or filaments, which can be also used in the textile chain, can be prepared adding conductive carbon black to a cellulose dope on the same way, too. Cellulose material having adapted conductivity to different application is available by adding an exact defined amount of carbon black to cellulose dissolution. Finally cellulose beads can be manufactured by means of varied shaping technique. The beads are showing variable particle sizes and narrow pore size distribution. These properties open up very interesting application in the field of human blood purification or chromatography.