BS ISO 22762-1:2018
$215.11
Elastomeric seismic-protection isolators – Test methods
Published By | Publication Date | Number of Pages |
BSI | 2018 | 88 |
This document specifies the test methods for determination of
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the properties of the rubber material used to manufacture the elastomeric seismic isolators, and
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the characteristics of elastomeric seismic isolators.
It is applicable to elastomeric seismic isolators used to provide buildings or bridges with protection from earthquake damage. The isolators covered consist of alternate elastomeric layers and reinforcing steel plates which are placed between a superstructure and its substructure to provide both flexibility for decoupling structural systems from ground motion, and damping capability to reduce displacement at the isolation interface and the transmission of energy from the ground into the structure at the isolation frequency.
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | National foreword |
7 | Foreword |
8 | Introduction |
9 | 1 Scope 2 Normative references |
10 | 3 Terms and definitions |
12 | 4 Symbols and cross-section of isolator 4.1 Symbols |
15 | 4.2 Cross-section of isolator |
17 | 5 Rubber material tests 5.1 Test items 5.2 Test conditions and test pieces 5.3 Tensile properties |
18 | 5.4 Ageing test 5.4.1 Ageing properties of inner rubber 5.4.2 Ageing properties of cover rubber 5.5 Hardness 5.6 Adhesion 5.7 Compression set 5.8 Dynamic shear properties 5.8.1 General |
19 | 5.8.2 Test equipment 5.8.3 Test pieces |
20 | 5.8.4 Test conditions 5.8.5 Test results |
21 | 5.9 Fracture properties 5.10 Brittleness point 5.11 Ozone resistance 5.12 Low-temperature crystallization |
22 | 6 Isolator tests 6.1 General 6.2 Compression and shear stiffness tests 6.2.1 Compression properties |
29 | 6.2.2 Compressive-shear test |
35 | 6.3 Various dependence tests 6.3.1 Strain dependence of shear properties |
36 | 6.3.2 Compressive force dependence of shear properties |
38 | 6.3.3 Frequency dependence of shear properties |
40 | 6.3.4 Repeated deformation dependence of shear properties |
42 | 6.3.5 Temperature dependence of shear properties |
44 | 6.3.6 Dependence of compression properties on shear strain |
45 | 6.3.7 Dependence of compressive stiffness on compressive stress range |
47 | 6.4 Ultimate shear properties 6.4.1 Principle 6.4.2 Test machine 6.4.3 Test piece 6.4.4 Test conditions |
48 | 6.4.5 Procedure 6.4.6 Expression of results |
49 | 6.4.7 Test report 6.5 Tensile testing 6.5.1 Principle |
50 | 6.5.2 Test machine 6.5.3 Test piece 6.5.4 Test conditions 6.5.5 Procedure |
51 | 6.5.6 Expression of results |
52 | 6.5.7 Test report 6.6 Durability testing 6.6.1 Degradation test |
54 | 6.6.2 Creep test |
58 | 6.6.3 Fatigue test |
60 | 6.7 Reaction force due to low-rate deformation 6.7.1 Principle 6.7.2 Test machine |
61 | 6.7.3 Test piece 6.7.4 Test conditions 6.7.5 Procedure |
62 | 6.7.6 Expression of result 6.7.7 Test report |
63 | Annex A (normative) Determination of accelerated ageing conditions equivalent to expected life at standard laboratory temperature (23 °C or 27 °C) |
67 | Annex B (normative) Inertia force correction |
69 | Annex C (normative) Friction force correction |
72 | Annex D (normative) Determination of coefficient linear thermal expansion |
74 | Annex E (informative) Alternative methods of determining shear properties |
76 | Annex F (informative) Creep test |
78 | Annex G (informative) Determination of reaction force due to low-rate deformation |
81 | Annex H (informative) Durability investigation of elastomeric isolators used for 10 years in a bridge |
83 | Annex I (informative) Durability investigation of elastomeric isolators used for seven years in a building |
87 | Bibliography |