ISO 15928-2:2005

Houses - Description of performance - Part 2: Structural serviceability

ISO 15928-2:2005 sets out a method for describing the structural serviceability performance of houses. ISO 1592-2:2005 covers user needs, provides performance descriptions, establishes parameter descriptions and outlines evaluation processes. ISO 15928-2:22005 is intended for use in the evaluation of the design and construction of houses, in the international trading of houses or their sub-systems, and in developing quality systems for houses. ISO 15928-2:2005 does not apply to structural safety, durability or other attributes that are covered in other parts of ISO 15928.

Constructions d'habitation — Description des performances — Partie 2: Aptitude au service de la structure

General Information

• Status: Withdrawn
• Publication Date: 05-Oct-2005
• Withdrawal Date: 05-Oct-2005
• ICS: 91.040.01 - Buildings in general
• ICS: 91.080.01 - Structures of buildings in general
• Technical Committee: ISO/TC 59/SC 15 - Framework for the description of housing performance
• Drafting Committee: ISO/TC 59/SC 15 - Framework for the description of housing performance
• Current Stage: 9599 - Withdrawal of International Standard
• Start Date: 17-Aug-2015
• Completion Date: 13-Dec-2025

Relations

• Consolidated By: ISO 8502-3:2017 - Preparation of steel substrates before application of paints and related products - Tests for the assessment of surface cleanliness - Part 3: Assessment of dust on steel surfaces prepared for painting (pressure-sensitive tape method)
• Effective Date: 06-Jun-2022
• Revised: ISO 15928-2:2015 - Houses - Description of performance - Part 2: Structural serviceability
• Effective Date: 03-Nov-2012

Standards Content (Sample)

INTERNATIONAL ISO
STANDARD 15928-2
First edition
2005-10-01
Houses — Description of performance —
Part 2:
Structural serviceability
Constructions d'habitation — Description des performances —
Partie 2: Aptitude au service de la structure

Reference number
©
ISO 2005
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©  ISO 2005
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ii © ISO 2005 – All rights reserved

Contents Page
Foreword. iv
Introduction . v
1 Scope . 1
2 Normative references . 1
3 Terms and definitions. 1
4 Structural serviceability performance . 2
4.1 User needs. 2
4.2 Performance description . 3
4.3 Principles describing structural serviceability performance. 3
5 Parameters for the description of performance . 3
5.1 Parameters for describing action. 3
5.2 Parameters for describing structural responses . 6
6 Evaluation. 7
6.1 General. 7
6.2 Analysis . 8
6.3 Testing . 8
6.4 Service experience . 8
6.5 Combination . 8
Annex A (informative) Commentary . 9
Annex B (informative) Structural serviceability examples. 16
Bibliography . 17

Foreword
ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies
(ISO member bodies). The work of preparing International Standards is normally carried out through ISO
technical committees. Each member body interested in a subject for which a technical committee has been
established has the right to be represented on that committee. International organizations, governmental and
non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the
International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization.
International Standards are drafted in accordance with the rules given in the ISO/IEC Directives, Part 2.
The main task of technical committees is to prepare International Standards. Draft International Standards
adopted by the technical committees are circulated to the member bodies for voting. Publication as an
International Standard requires approval by at least 75 % of the member bodies casting a vote.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent
rights. ISO shall not be held responsible for identifying any or all such patent rights.
ISO 15928-2 was prepared by Technical Committee ISO/TC 59, Building construction, Subcommittee SC 15,
Performance criteria for single family attached and detached dwellings.
ISO 15928 consists of the following parts, under the general title Houses — Description of performance:
⎯ Part 1: Structural safety
⎯ Part 2: Structural serviceability
The following part is under preparation:
⎯ Part 3: Structural durability
iv © ISO 2005 – All rights reserved

Introduction
This part of ISO 15928 is one of a series under the general title: Houses — Description of performance. The
objective of this series is to identify the methods used to describe the performance of houses. Each part will
relate to a separate attribute. The parts specify levels of performance and they are not intended to replace
national standards or regulations, but to provide a standardized framework to enable national standards and
regulations to be developed in accordance with WTO requirements. The parts of ISO 15928 do not provide
design methods and/or design criteria.
Based on the framework provided by ISO 15928, purchasers, regulators and standards writers in respective
countries can describe their requirements in standardized performance terms. Additionally, the
manufacturers/providers will be able to respond by describing the performance of their products in a similar
manner. The purpose of ISO 15928 is to provide a standardized system that can be used to specify
performance requirements and performance levels, or to rate houses in terms of structural serviceability.
NOTE World trade organisation (WTO) Agreement on technical barriers to trade (WTO 1997), Clause 2.8, states that
“Whenever appropriate, members shall specify technical regulations based on product requirements in terms of
performance, rather than design or descriptive characteristics”.

INTERNATIONAL STANDARD ISO 15928-2:2005(E)

Houses — Description of performance —
Part 2:
Structural serviceability
1 Scope
This part of ISO 15928 sets out a method for describing the structural serviceability performance of houses.
This part of ISO 15928 covers user needs, provides performance descriptions, establishes parameter
descriptions and outlines evaluation processes.
This part of ISO 15928 is intended for use in the evaluation of the design and construction of houses, in the
international trading of houses or their sub-systems, and in developing quality systems for houses.
This part of ISO 15928 does not apply to structural safety, durability or other attributes that are covered in
other parts of ISO 15928.
2 Normative references
The following referenced documents are indispensable for the application of this document. For dated
references, only the edition cited applies. For undated references, the latest edition of the referenced
document (including any amendments) applies.
ISO 2394:1998, General principles on reliability for structures
ISO 4356:1977, Bases for the design of structures — Deformations of buildings at the serviceability limit
states
ISO 10137:1992, Bases for design of structures — Serviceability of buildings against vibration
3 Terms and definitions
For the purposes of this document, the terms and definitions given in ISO 2394 and the following, apply.
3.1
house
building occupied for residential purposes, which can be separated or linked horizontally, but not linked
vertically, which has its own access and does not share any space in common with another building
3.2
ground movement
displacement in any direction of the founding stratum by influences not solely dependent on the actions
applied by the housing carcass
3.3
load
value of a force corresponding to an action
3.4
parameters
〈structural serviceability〉 group of variables used to quantitatively describe the structural serviceability
performance
NOTE Structural parameters consist of variables describing (i) magnitudes of the actions, (ii) magnitudes of structural
response and (iii) other conditions that may affect the structural serviceability performance.
3.5
gitting
fixture, such as shelving, cupboards, equipment, etc., that is permanently fixed to the ceilings, walls, etc., of a
house
3.6
performance
behaviour of houses related to users' needs
3.7
equipment
〈hydraulic, mechanical electrical〉 device that is provided for use within a house
3.8
component
part of a house that can be identified
EXAMPLE Floor, wall.
NOTE Includes fixtures.
3.9
structural serviceability performance
structural behaviour of a house for normal use under all expected actions that might affect the occupants and
the functioning of the house
4 Structural serviceability performance
4.1 User needs
The following characteristics of a house, for normal use and conditions, under all expected actions, should be
kept within levels acceptable to the user:
a) functioning and appearance of the house and its components;
b) functioning of the occupants in the house;
c) functioning of the equipment in the house;
d) comfort of the occupants;
e) asset value of the house.
NOTE The relative importance of each of these characteristics varies and is reflected in the performance
requirements that are specified.
2 © ISO 2005 – All rights reserved

4.2 Performance description
The performance description is the ability of the whole house and its parts, with an appropriate degree of
reliability, to perform within established parameters under all expected actions for normal use in terms of
a) local damage, including cracking, (which can affect the efficiency and appearance of the house and its
components),
b) deformation (which can affect the efficient use or appearance of the house or the functioning of the
people and equipments),
c) vibration (which can cause discomfort or affect the activity of occupants or the functioning of equipments).
NOTE 1 The appropriate degree of reliability can be judged with due regard to the possible consequences of
serviceability failure and the expense level of effort and procedures necessary to reduce those risk of failure. Aspects that
are important in achieving the proper degree of reliability include choice of structural systems, design and analysis,
durability design, quality control, maintenance and protective measures.
NOTE 2 Expected actions for normal use can include those arising from soil/structure interaction, probable ground
movements, compatibility of connections between subsystems and the effects of openings.
NOTE 3 For the purposes of this standard, the durability of materials is not considered to have a bearing on the
structural serviceability performance of the house.
4.3 Principles describing structural serviceability performance
The structural serviceability performance can be described by the structural actions on the house under
normal use and the structural responses under the effect of those actions. Only actions and responses
relevant to serviceability issues of concern need to be described.
NOTE For design specification, it is necessary to nominate the levels of structural actions and the acceptable limits of
the structural responses corresponding to those levels of actions.
5 Parameters for the description of performance
5.1 Parameters for describing action
5.1.1 Permanent actions
The permanent actions, other than self-weight, are described by the magnitude(s), expressed in kilonewtons,
and the location(s) of the imposed load(s).
5.1.2 Imposed actions
The imposed actions are described by the representative values of one or more of the following:
a) uniformly distributed floor or roof load, expressed in kilonewtons per square metre:
b) concentrated floor or roof load, expressed in kilonewtons per: specified area, expressed in square metres;
c) concentrated wall impact load, expressed in kilonewtons, applied at a specified height, expressed in
metres, above the floor;
d) uniformly distributed horizontal line load, expressed in kilonewtons per metre, applied at a specified
height, expressed in meters, above the floor.
EXAMPLE A hand-rail.
[1]
NOTE ISO 2103 provides minimum recommended imposed actions for different types of use and occupancy.
5.1.3 Wind actions
Wind actions are described by the representative value of the wind velocity, expressed in metres per second,
under normal condition, derived from the basic wind speed, factored as appropriate to take into account local
effects, terrain, shielding, topography, site altitude and the like, based on one of the following wind velocity
types:
a) 3 s gust;
b) 1 min mean (fastest mile);
c) 10 min mean;
d) hourly mean.
[2]
NOTE ISO 4354 provides details on the conversion of wind velocity to wind forces and the conversion between
different types of wind velocity.
5.1.4 Seismic actions
Seismic actions are described by stating the representative value, under normal condition, of one of the
following parameters:
a) effective peak ground acceleration, expressed as a fraction of gravity;
b) base shear coefficient;
c) horizontal force applied to the structure, in kilonewtons, and its location;
d) ground acceleration response spectrum for the site;
e) floor acceleration response (for equipment and fittings).
NOTE 1 Item e) relates to phenomena where equipment and/or fittings cannot be used due to the acceleration.
If either a) or b) is used, then the proportion of the imposed loads to be included in the seismic mass shall also
be nominated. The representative value shall be based on a consideration of the seismic activity, the soil
characteristics of the construction site and the response behaviour of the structure.
[3]
NOTE 2 ISO 3010 provides additional information on seismic action on structures.
5.1.5 Snow actions
The snow actions are described by stating the representative values, under normal conditions, of the
following:
a) ground snow depth, expressed in metres, derived from the basic snow depth, factored to take into
account local effects such as terrain, shielding, topography and the like;
b) snow density, expressed in kilograms per cubic metre, i.e., the density used in converting the ground
snow depth into a load;
c) duration, in days per year.
[4]
NOTE ISO 4355 provides information on the conversion of ground snow depths to roof snow loads.
4 © ISO 2005 – All rights reserved

5.1.6 Vibration sources
Consideration shall be given to the description of vibration sources inside and outside the house, such as that
caused by machinery, vehicular traffic and human activity, if these sources affect the occupants of the house
on a regular basis.
[5]
NOTE ISO 10137 provides information on the description of vibration sources.
5.1.7 Impact sources
If these impacts are likely to occur during normal use, consideration shall be given to the description of impact
sources due to human activities or the environment in terms of the following:
a) specified in mass, expressed in kilograms;
b) specified energy, expressed in joules;
c) type of impact (soft or hard body impact).
EXAMPLE Accidental human body impacts due to slip, trip and fall (soft body impact) and impacts of falling objects
(hard body impact).
[6]
NOTE ISO 7892 provides information on impact test on vertical building elements.
5.1.8 Actions derived from fittings
Consideration shall be given to the description of actions resulting from fittings in terms of a load, expressed in
kilonewtons, at a specific location, such as on a ceiling, on a wall or at a distance from a wall.
EXAMPLE Examples of wall-mounted fittings are cupboards and mirrors, and of ceiling-mounted fittings, lights and
fans.
NOTE Depending on the situation, an action arising from “fittings” can be categorized as, for example, the following:
a) imposed action;
b) vibration sources;
c) impact sources.
5.1.9 Other actions
Consideration shall be given to the description of other actions, if these actions are likely to affect the
structural serviceability of the house.
5.1.10 Combinations of actions
Consideration shall be given to the description of the combinations of the actions to account for the probability
of simultaneous occurrence of two or more actions.
5.1.11 Ground conditions and movements
The ground conditions and movements are described by stating the following:
a) representative values of bearing capacity, either as an allowable or ultimate value, expressed in

kilonewtons per square metre, for a given total and differential settlement, expressed in millimetres;
b) nature and magnitude of expected ground movements, expressed in millimetres, expressed both as a
total surface movement and as a differential movement, arising from swelling, consolidation, shrinkage or
settlement of the subsoil;
c) representative stiffness of the soil, expressed in millimetres per kilopascal;
d) diameter, expressed in metres, and location of any soft spot over which a loss of support to the house is
likely to occur, or the distance from the perimeter of the house over which a loss of support is likely to
occur.
5.2 Parameters for describing structural responses
5.2.1 General
For serviceability considerations, structural responses under the effects of the actions can be described in
terms of parameters representing deformations, vibrations and local damages.
NOTE For design specification, structural serviceability limits under the effects of the actions can be described in
terms of limiting values that are based on characteristic values and partial factors for materials. These values shall take
into account of the variability of the material properties and the level of reliability for serviceability limit states and the
frequency of the actions.
5.2.2 Deformation
5.2.2.1 Deflection
Deflections (vertically, horizontally, in-plane, out-of-plane, terminal and medial) are described in terms of the
following:
a) deflection to span ratio or deflection over a defined length;
b) deflection to storey height ratio;
c) absolute value, expressed in millimetres.
NOTE 1 Deflection can also be use as a measure of rotation or curvature.
[7]
NOTE 2 ISO 4356 provides information on deformation of buildings at the serviceability limit states.
NOTE 3 Deflection can be described as elastic deformation and/or permanent deformation (non-residual/residual).
Consideration should be given to long-term and short-term effects, e.g. creep.
5.2.2.2 Tilt
Tilting is described in terms of angular distortions.
5.2.3 Vibration
Vibration response is described in terms of the following:
a) frequency, expressed in hertz;
b) acceleration, expressed in metres per square second, velocity, expressed in metres per second, and
displacement, expressed in millimetres.
6 © ISO 2005 – All rights reserved

NOTE 1 Refer to ISO 10137 for guidance on serviceability of buildings against vibration.
NOTE 2 Vibrations for the house as a whole and its parts can have different values.
5.2.4 Local damage
Local damage is described in terms of cracking and spalling:
a) cracking:
⎯ approximate crack width, expressed in millimetres;
⎯ location and frequency of cracks.
b) spalling:
⎯ approximate spall depth, expressed in millimetres, and area, expressed in square metres;
⎯ location and frequency of spalls.
5.2.5 Response to impact
Response to impact is described in terms of the following:
a) permanent deformation;
b) permanent displacement in terms of a deflection ratio;
c) crack width and aggregate crack length, expressed in millimetres;
d) puncturing;
e) Indentations or displacements, expressed in millimetres;
f) visible cracks of a given width and an aggregate length, expressed in millimetres.
5.2.6 Fittings
The performance of the house to support fittings is described in terms of the following:
a) its ability to su
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