Toimialayhteisöt

 

This document covers the digital interface at the product loading and/or discharge coupling which is used for the transfer of product related information and specifies the performance requirements, critical safety aspects and tests to provide compatibility of devices.

 

This document specifies requirements for railway driving simulators for drivers' training. It defines the minimum functions and performances for a driver training simulator. This document is applicable to all guided transport systems, including for mainlines, metros, tramways and light rails, as part of public/private transport systems. These vehicles are intended for the operation of intercity, urban and suburban passenger or freight services with self-propelled systems and operated on either segregated or not segregated paths. Annexes A to D provide additional information.

 

(1) The basis for the design of building and civil engineering works in masonry is given in this Part 1-1 of EN 1996, which deals with unreinforced masonry, reinforced masonry and confined masonry. Principles for the design of prestressed masonry are also given. This Part 1-1 of EN 1996 is not valid for masonry elements with a plan area of less than 0,04 m2. (2) For those types of structures not covered entirely, for new structural uses for established materials, for new materials, or where actions and other influences outside normal experience have to be resisted, the provisions given in this Part 1-1 of EN 1996 may be applicable, but may need to be supplemented. (3) Part 1-1 of EN 1996 gives detailed rules which are mainly applicable to ordinary buildings. The applicability of these rules may be limited, for practical reasons or due to simplifications; any limits of applicability are given in the text where necessary. (4) Part 1-1 of EN 1996 does not cover: - resistance to fire (which is dealt with in EN 1996-1-2); - particular aspects of special types of building (for example, dynamic effects on tall buildings); - particular aspects of special types of civil engineering works (such as masonry bridges, dams, chimneys or liquid-retaining structures); - particular aspects of special types of structures (such as arches or domes); - masonry where gypsum, with or without cement, mortars are used; - masonry where the units are not laid in a regular pattern of courses (rubble masonry); - masonry reinforced with other materials than steel.

 

(1) This document gives basic rules for the selection of materials and execution of masonry to enable it to comply with the design assumptions of the other parts of Eurocode 6. (2) This document deals with ordinary aspects of masonry design and execution including: - selection of masonry materials; - factors affecting the performance and durability of masonry; - masonry detailing, joint finishes, movement joints, resistance of buildings to moisture penetration; - storage, preparation and use of materials on site; - execution of masonry; - masonry protection during execution; (3) This document does not cover the following items: - aesthetic aspects; - applied finishes; 1.2 Assumptions (1) The assumptions of EN 1990 apply to this document. (2) This document is intended to be used together with EN 1990, EN 1991, EN 1996 1-1, EN 1996-1-2 and EN 1996-3. (3) The design of masonry is carried out in accordance with EN 1996 1 1.

 

This document provides terms, classifications, requirements and testing of portable dental equipment for use primarily by dental professionals in nonclinical settings. Part 1 of this document specifies terms, classifications, general requirements, and test methods. Specific requirements for certain types of portable dental equipment for use in nonclinical environments will be set forth in subsequent parts of this document. This document does not apply to fixed dental equipment, wearable equipment (such as head lamps and loops), mobile dental equipment, or portable dental equipment that is not designed to be used or disassembled in nonclinical environments. In addition, this document does not include requirements for fixed dental equipment (e.g., portable dental clinics for vehicles or containers) that can be installed in dental mobile medical facilities.

 

This document specifies the structure and properties of the Earth’s atmosphere from ground level to 120 km altitude for aerospace use. It provides information about internationally accepted empirical models that specify the details of the atmosphere. Additionally, it describes assimilative models widely used for meteorological forecasting. It also refers to widely-accepted physical models providing insight into the physical and chemical processes driving the response of the atmosphere to forcing from below (the lower atmosphere) and above (by sun / solar wind and geomagnetic activity).

 

This document specifies video coding technologies for machine consumption. Conventional video coding technologies aim for the best video under certain bit-rate constraints for human consumption. However, with the emergence of artificial intelligence systems, along with the abundance of sensors, many artificial intelligence platforms have been implemented with massive data requirements including scenarios such as connected vehicles, video surveillance, and smart city. The sheer quantity of data being produced constantly leads previous methods with a human in the pipeline to be inefficient and unrealistic in terms of latency and scale. There are additional concerns in transmission and archive systems which require a more compact data representation and low latency solution. This led to the introduction of the Video Coding for Machines standard specified in this document. In some cases, machines will communicate amongst themselves to perform tasks without a human in the mix, while in others there will be a need for additional human consumption of the specific decompressed stream. This specific scenario is possible in surveillance use cases, where a human “supervisor” occasionally searches for a specific person, or scene in video. In other cases, the corresponding bitstream is used for both human and machine consumption. The syntax, semantics, and decoding processes that are required to decode a bitstream are described in this document.

 

This document specifies an implementation schema based on the content models for geographic imagery and gridded thematic data defined in the iso:proj:32581ISO/TS 19163-1:2016. This document defines a structure that is suitable for binding content components and specific encoding formats. It also provides an implementation schema for binding a concrete, implementable, conformance-testable coverage structure as defined in ISO 19123-2 [2].

 

 

Inclusive terminology is terminology perceived or likely to be perceived as neutral or welcoming by everyone, regardless of their sex, gender, race, colour, religion or any other characteristic. This document specifies requirements, recommendations and guidance on the use of inclusive terminology for human and machine readable content in the information and communication technology sector. This document is intended for anyone who interacts with such content, including developers, engineers, administrators, linguists, policy makers and users.

 

This document consists of:

— Processes for identifying terms with negative connotations;

— Processes for replacing and mitigating terms with negative connotations;

— A list of common terms with negative connotations.

 

The specific terms and discussion of gendered language in this document apply to the English language.

 

This document specifies the interfaces of a video decoding engine as well as the operations related to elementary streams and metadata that can be performed by this video decoding engine. To support those operations, this document also specifies SEI messages when necessary for certain video codecs.

 

This document provides guidance for organizations seeking to address resource and waste-related environmental aspects, environmental impacts, environmental conditions, and the associated risks and opportunities within an environmental management system in accordance with ISO 14001. In line with the life cycle perspective set out by ISO 14001, the document addresses environmental aspects and associated impacts across the life cycle including the extraction, processing, use, recovery and other forms of treatment of resources. The document considers approaches for long-term resource conservation and managing resource dependencies. It also addresses the interconnections of resources with the ecosystems from which they are derived and takes a systems approach to mitigate environmental impacts of resource use on ecosystems, ecosystem services, and biodiversity, as well as human life and well-being. This document addresses all types of physical resources, such as biotic and abiotic raw materials, chemical substances and secondary materials and all types of waste. For the purposes of this document waste is considered as a recoverable resource. NOTE Further guidance on addressing environmental aspects and conditions related to water is provided in ISO 14002-2:2023 [1] . Guidance on addressing environmental aspects and conditions related to climate change mitigation and adaptation is provided in ISO/DIS 14002-3 [2] This document is applicable to organizations irrespective of their type, size, financial resources, location and sector, position(s) within the life cycle or the types of resources used in their operations.

 

This document specifies the dimensions and requirements for sheathed, shielded differential pair (SDP), shielded twisted quad (STQ) and shielded multi-pair radio frequency (RF) cables for high speed data transmission with a specified analog bandwidth up to 4 GHz (in special cases up to 10 GHz) intended for use in road vehicle applications where the nominal system voltage is less than or equal to 30 V a.c. or less than or equal to 60 V d.c..

 

This document describes test methods for determining the deviation of the path travelled by a vehicle during a braking manoeuvre induced by an emergency braking system from a pre-defined desired path. The purpose of this document is the evaluation of the vehicle path during and following the system intervention. The corrective steering actions for keeping the vehicle on the desired path can be applied either by the driver or by a steering machine or by a driver assistance system. By making this document open for either open-loop or closed-loop testing, it is possible to apply the test method for evaluating how well the vehicle can be kept within user-defined lane markings after the system intervention, and also for evaluating the precision of the interaction between the emergency braking system and an active lane keeping system. This document applies to heavy vehicles equipped with an advanced emergency braking system (AEBS), possibly as part of (ISO/SAE PAS 22736:2021) level four or higherautomation, including commercial vehicles, commercial vehicle combinations, buses and articulated buses as defined in ISO 3833 (trucks and trailers with maximum weight above 3,5 tonnes and buses and articulated buses with maximum weight above 5 tonnes, according to ECE and EC vehicle classification, categories M3, N2, N3, O3 and O4). NOTE The test method is intended to evaluate the entire vehicle behaviour, not for defining system requirements for the AEBS, which is done in the respective standards created by ISO/TC 204.

 

 

SFS esittää tätä standardia vahvistettavaksi SFS-ISO-standardiksi. Keräämme tällä lausunnolla kannanottoja standardiluonnoksen vahvistamiseksi kansalliseksi SFS-ISO-standardiksi. Jätä kommenttisi tätä koskien kohdassa ’Lue ehdotus’ — tulisiko tämä ISO-standardiluonnos vahvistaa kansalliseksi SFS-ISO-standardiksi*.
 
*SFS:n tehtävänä on ylläpitää suomalaista SFS-standardikokoelmaa. Maailmanlaajuisten standardien kohdalla ISO vahvistaa standardin ensin, ja Suomi päättää sen jälkeen, vahvistaako se standardin vai ei. Vahvistamispäätökseen vaikuttaa alan suomalainen näkemys ja kiinnostus vahvistettavaan standardiin.

 

This document specifies data models and parameters, which can be mapped to communication systems such as SAE J1939/21 or cenelec:proj:56236EN 50325-4(CANopen). The parameters are intended for the usage between body application units (BAU), applicable telematics gateway unit (TGU), and optionally for in-vehicle gateway unit (IGU) as well as fleet management unit (FMU) installed in commercial on-road, off-highway, and off-road vehicles. Body applications include tail-lifts, vehicle-mounted cranes, tippers, refuse collecting equipment, fire-fighting equipment, containers, and refrigerators, but are not limited to them. The Interface is not taking care about safety and cybersecurity between TGU and BAU. Both sides have to take care about their safety and cybersecurity requirements.

 

This document specifies a test method for continuous process analysis (real-time analysis) using near-infrared spectroscopy for the indirect determination of the following fuel-characterising parameters: — total chlorine content; — total moisture content; — net calorific value. NOTE When accuracy is proven, real-time analysis can be supplemented by further fuel-characterising parameters. This document applies to solid recovered fuels according to ISO 21640.

 

This document specifies functional requirements and specific safety requirements in addition to the general safety standard EN 913 for gymnastic and vaulting boxes for individual or multifunctional use. This document also specifies requirements when multifunctional boxes are used in combination with accessories.

 

This document provides expectations for assistance dog service providers and assistance dog handlers to protect the interests of all stakeholders. It focuses on the creation of successful assistance dog teams by ensuring transparent and fair eligibility for service, matching applicant beneficiaries with available dogs, thoroughly training the teams to become a partnership and sustaining the team by offering lifetime aftercare support as required. The purpose of this document is to help create competent and well-functioning teams, maintaining team quality over the years provided that transparency and responsibilities of all stakeholders to one another are met. Related elements include the following: — application; — applicant - dog matching; — team instruction; — assessing competency of assistance dog teams; — aftercare; — taking a dog out of service (including retirement); — complaints, appeals and disputes; — general rights.

 

To determine liquid flow, the following steps are necessary: 1) Measure water surface velocity with techniques using radar, laser or video images; 2) Correct the water surface velocity due to wind effects if necessary; 3) Option a: Transform the corrected velocity to a depth-averaged velocity in one segment using the arithmetic methods referring to chapter 7.2, secondly calculate each segment and then create the sum of all segments to obtain the cross-sectional averaged velocity distribution; 3) Option b: Transform the corrected velocity to a cross sectional velocity using the index methods referring to chapter 7.3; 4) Determine the area of the wetted cross section from the stage-area relationship; 5) Obtain discharge of each segment by multiplying the depth-averaged velocity in each segment by the wetted cross-sectional area of each segment. And then create the sum of all segments to obtain whole discharge in cross section. This procedure is applicable to different kinds of channel and river sections. Applications include: — Rivers and streams; — Artificial channels such as drainage ditches and irrigation channels; — Process flows on wastewater treatment plants. For any individual site the method to measure water surface velocity should be selected appropriately, based on the site conditions, nature of the application and uncertainty required. Take a special note that non-contact methods should not be used where a unique relation between surface velocity and depth averaged velocity cannot be established, e.g. where tidal phenomena are present. This is caused by the variations of flow magnitude and direction over depth being highly variable over time under these circumstances. Regarding backwater zones or in the vicinity of obstacles the relation between surface velocity and depth averaged velocity may be more complicated, but even here optical methods may be helpful to at least learn the situation at the surface.