Search
×
FR

Placeholder headline

This is just a placeholder headline

API Technical Report TDB-6 Chapter 6 – Density

$

204

BUY NOW

Placeholder headline

This is just a placeholder headline

API STD 560: Fired Heaters for General Refinery Services

$

721

BUY NOW

Placeholder headline

This is just a placeholder headline

API STD 64: Diverter Equipment Systems

$

324

BUY NOW

Placeholder headline

This is just a placeholder headline

API MPMS CH 17.10.1: Refrigerated Light Hydrocarbon Fluids – Measurement of Cargoes on Board LNG Carries

$

417

BUY NOW

Placeholder headline

This is just a placeholder headline

API RP 13B-1: Testing Water-based Drilling Fluids

$

418

BUY NOW

Placeholder headline

This is just a placeholder headline

API Technical Report TDB-12 Chapter 12 – Thermal Conductivity

$

214

BUY NOW

Placeholder headline

This is just a placeholder headline

API 16FI Frac Iron Guidelines and Requirements

$

129

BUY NOW

ISO 10811:2000

ISO 10811:2000 Mechanical vibration and shock – Vibration and shock in buildings with sensitive equipment – Part 2: Classification

CDN $115.00

SKU: faeb9fe07101 Categories: , ,

Description

This part of ISO/TS 10811 defines a method for the classification of shock and vibration in buildings from

measurements in accordance with ISO/TS 10811-1. A classification system of environmental vibration conditions

should serve as guidelines for designers, manufacturers and users of equipment sensitive to shock and vibration,

and for building constructors.

The types of shock and vibration considered are those transmitted from floors, tables, walls, ceilings or isolation

systems into an equipment unit. They can be generated by the following:

a) external sources, for example traffic (by road, rail or air), or building and construction activities such as

blasting, piling and vibratory compaction; the vibration response to sonic booms and acoustical excitations is

also included, as well as weather-induced vibration;

b) equipment for indoor use, such as punch presses, forging hammers, rotary equipment (air compressors, air

conditioner systems, etc.) and heavy equipment transported or operated inside a building;

c) human activities in connection with the service or operation of the equipment, for example, people walking,

especially on raised floors.

The frequency range of interest is normally 2 Hz to 200 Hz. Normally the dominant frequencies are less than

100 Hz because they represent the response of the elements in the building.

This part of ISO/TS 10811 deals only with vibration from a maximum amplitude point of view. The concept of

vibration dose (for example as for estimation of fatigue life) is not treated.

Edition

1

Published Date

2000-06-08

Status

PUBLISHED

Pages

10

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

This part of ISO/TS 10811 defines a method for the classification of shock and vibration in buildings from

measurements in accordance with ISO/TS 10811-1. A classification system of environmental vibration conditions

should serve as guidelines for designers, manufacturers and users of equipment sensitive to shock and vibration,

and for building constructors.

The types of shock and vibration considered are those transmitted from floors, tables, walls, ceilings or isolation

systems into an equipment unit. They can be generated by the following:

a) external sources, for example traffic (by road, rail or air), or building and construction activities such as

blasting, piling and vibratory compaction; the vibration response to sonic booms and acoustical excitations is

also included, as well as weather-induced vibration;

b) equipment for indoor use, such as punch presses, forging hammers, rotary equipment (air compressors, air

conditioner systems, etc.) and heavy equipment transported or operated inside a building;

c) human activities in connection with the service or operation of the equipment, for example, people walking,

especially on raised floors.

The frequency range of interest is normally 2 Hz to 200 Hz. Normally the dominant frequencies are less than

100 Hz because they represent the response of the elements in the building.

This part of ISO/TS 10811 deals only with vibration from a maximum amplitude point of view. The concept of

vibration dose (for example as for estimation of fatigue life) is not treated.

Previous Editions

Can’t find what you are looking for?

Please contact us at: