ISO 11031:2016
Cranes — Principles for seismically resistant design
Cranes — Principles for seismically resistant design
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 40
- Дата публикации:
- 21 июля 2016 г.
- Издание:
- ISO IS 11031 edition 1 version 1
- ICS:
- 53.020.20
ISO 11031:2016 establishes general methods for calculating seismic loads to be used as defined in the ISO 8686 series and for proof of competence as defined in ISO 20332, for the structure and mechanical components of cranes as defined in ISO 4306. ISO 11031:2016 evaluates dynamic response behaviour of a crane subjected to seismic excitation as a function of the dynamic characteristics of the crane and of its supporting structure. The evaluation takes into account dynamic effects both of regional seismic conditions and of the local conditions on the surface of the ground at the crane location. The operational conditions of the crane and the risks resulting from seismic damage to the crane are also taken into account. It is restricted to the serviceability limit state (SLS), maintaining stresses within the elastic range in accordance with ISO 20332. It does not extend to proofs of competence which include plastic deformations. When these are permitted by agreement between crane supplier and customer, other standards or relevant literature taking them into account can be used.
Abstract
Overview
ISO 11031:2016 - "Cranes - Principles for seismically resistant design" provides methods to evaluate and calculate seismic loads and dynamic response for cranes and their supporting structures. The standard is focused on seismic design for the serviceability limit state (SLS), keeping stresses in the elastic range, and covers how regional seismicity and local ground conditions affect crane behaviour during earthquakes. ISO 11031 is intended to be used with load and combination principles in the ISO 8686 series and for proofs of competence per ISO 20332.
Key Topics and Technical Requirements
- Scope and limits
- Applies to cranes and mechanical components as defined in ISO 4306.
- Restricted to SLS (elastic response); does not cover designs allowing plastic deformations unless separately agreed.
- Seismic design methods
- Modified Seismic Coefficient Method - quasi‑static approach using horizontal and vertical seismic coefficients (KH, KV). Practical and iterative for routine design.
- Maximum Response Spectrum Method - modal analysis using design response spectra for more accurate linear-system results.
- Time History Response Method - step‑by‑step transient analysis for highest accuracy and when nonlinear effects must be captured.
- Calculation elements
- Normalized basic acceleration (Abg) and surface acceleration (Asg) that reflect regional seismicity.
- Subsoil amplification factor (β2) to account for soil‐surface effects (example values: rock β=1.0; stiff ground β≈1.4; medium β≈1.6; soft β≈2.0).
- Acceleration response factor (β3) and damping corrections for crane dynamic characteristics.
- Risk coefficient (γn) and conversion/recurrence factors for return periods relevant to crane service life.
- Load combinations and proofs
Applications and Who Uses It
ISO 11031 is practical for:
- Crane manufacturers and OEM design teams performing seismic design checks.
- Structural and seismic engineers responsible for crane support structures (foundations, runways).
- Safety managers, asset owners and facility engineers at ports, steelworks, heavy industry, and construction sites in seismic regions.
- Procurement and compliance teams specifying seismic performance requirements for cranes. Use cases include design verification, procurement specifications, maintenance planning, and risk assessment where earthquake resilience and operational safety are critical.
Related Standards
- ISO 4306 - Crane vocabulary (definitions used in ISO 11031)
- ISO 8686 (all parts) - Cranes - Design principles for loads and load combinations
- ISO 20332 - Proof of competence of steel structures (elastic range requirements)
Keywords: ISO 11031, seismically resistant design, cranes, seismic loads, Modified Seismic Coefficient Method, Maximum Response Spectrum, Time History Method, subsoil amplification, serviceability limit state.
Технические детали
- Технический комитет
- ISO/TC 96/SC 10 - Design principles and requirements
- SKU
- ISO 11031:2016
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