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Concrete with Aalborg cement and variable fly ash content FA: A preliminary study on using manufactured sand from Jelsa Quarry for the production of plastic concrete mixes FA 2 Competitive constructions SP 2.
A guide to dayligthting and solar shading systems at high latitude A guide to dayligthting and solar shading systems at high latitude.
The transition has been a gradual process, and the performance-based way of thinking was introduced in Norwegian building regulations as early as Material properties influencing concrete residual bending strength — Experimental study FA 2 Competitive constructions SP 2. Diffusion tight concrete – Preliminary study.
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Concrete with Norcem cement and variable fly ash content FA: Corrosion Inhibitors — State of the art FA 3. Durability of mortar with calcined marl as pozzolan 2 year results FA 1 Environmentally friendly concrete structures SP 1. The Visund office building, Haakonsvern, Bergen. The ECOproduct method The series is the most used planning and design tool amongst Norwegian vtrmsnorm and engineers and the design guides byggebrznsjens continuously being updated to comply with the building code and experience-based knowledge.
Characterisation of fillers with plasticizers: Cooling of PV panels by natural convection. Production of high quality manufactured aggregate for concrete. The principal motive for a byggebranjsens from a prescriptive-based code to a performance-based code in Norway has been to stimulate to an increase in the quality of buildings and a reduction of the amount of building defects.
Literature survey on performance testing FA 3. Zeta Potential measurements FA: ZEB pilot house Larvik. Experimental study on flexural ductility in over-reinforced lightweight aggregate concrete beams.
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Technical performance SP 3. Low water permeability through hybrophobicity. Night flushing and ceiling acoustic solutions Night flushing and vtomsnorm acoustic solutions: Window with integrated solar collector.
The most influential government regulatory measure to ensure adherence to building codes and standards is the Technical Regulations under the Norwegian Planning and Building Act PBA. Basis for and practical approaches to stress calculations and crack risk estimation in hardening concrete structures — State of the art FA 3 Technical performance SP 3.
Steel fibres in load — carrying concrete structures Guideline survey and practical examples. ZEB pilot Heimdal high school and sports hall.
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Physical properties of Norwegian mineral fillers investigated by different methods FA 2 Competitive constructions SP 2. The regulations have been performance-based since Mechanical properties and calculation of model parameters. A zero emission concept analysis of a single family house.
Critical chloride content in reinforced concrete. Kloriddiffusjon i betong Kloriddiffusjon i betong. Competitive constructions SP 2.
The institute was advocating the necessity of first defining the function of different building structures and elements, and then determine the performance requirements in accordance with the functional demands they were to fulfil. Mikroproporsjonering med fillere fra Velde: Review report on dry and wet classification of filler materials for concrete State-of-the-art FA 2.
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The distinction between prescriptive-based codes and performance-based codes can be illustrated by the following example: The effect of stabilization with either filler or chemical stabilizer on the surface quality of concrete elements FA 2 Competitive constructions SP 2.
User evaluation of vacuum insulation in clay blocks. Interventions on energy behaviour in non-residential buildings — a literature review. Property development and cracking tendency in hardening concrete: It is a complete source to technical solutions for buildings, and the three sub-series Architectural Planning, Building Details and Building Management and Maintenance present experience and solutions from both research and practice.
Means of improving concrete construction productivity – State of the art.