{"id":312397,"date":"2024-10-19T21:29:04","date_gmt":"2024-10-19T21:29:04","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-22762-32018-tc\/"},"modified":"2024-10-25T19:28:13","modified_gmt":"2024-10-25T19:28:13","slug":"bs-iso-22762-32018-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-22762-32018-tc\/","title":{"rendered":"BS ISO 22762-3:2018 – TC"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
93<\/td>\nNational foreword <\/td>\n<\/tr>\n
98<\/td>\nForeword <\/td>\n<\/tr>\n
99<\/td>\nIntroduction <\/td>\n<\/tr>\n
100<\/td>\n1 Scope
2 Normative references
3 Terms and definitions <\/td>\n<\/tr>\n
102<\/td>\n4 Symbols <\/td>\n<\/tr>\n
105<\/td>\n5 Classification
5.1 General
5.2 Classification by construction <\/td>\n<\/tr>\n
106<\/td>\n5.3 Classification by tolerance on shear properties <\/td>\n<\/tr>\n
107<\/td>\n6 Requirement
6.1 General <\/td>\n<\/tr>\n
108<\/td>\n6.2 Type tests and routine tests <\/td>\n<\/tr>\n
109<\/td>\n6.3 Functional requirements
6.4 Design compressive force and design shear displacement <\/td>\n<\/tr>\n
110<\/td>\n6.5 Performance requirements
6.5.1 General <\/td>\n<\/tr>\n
111<\/td>\n6.5.2 Compressive properties <\/td>\n<\/tr>\n
112<\/td>\n6.5.3 Shear properties
6.5.4 Tensile properties <\/td>\n<\/tr>\n
113<\/td>\n6.5.5 Dependencies of shear properties <\/td>\n<\/tr>\n
114<\/td>\n6.5.6 Dependencies of compressive properties <\/td>\n<\/tr>\n
115<\/td>\n6.5.7 Shear displacement capacity
6.5.8 Durability <\/td>\n<\/tr>\n
116<\/td>\n6.6 Rubber material requirements
6.6.1 General
6.6.2 Tensile properties
6.6.3 Properties after ageing in air <\/td>\n<\/tr>\n
117<\/td>\n6.6.4 Hardness <\/td>\n<\/tr>\n
118<\/td>\n6.6.5 Ozone resistance
6.6.6 Other properties
6.7 Dimensional requirements <\/td>\n<\/tr>\n
119<\/td>\n6.8 Requirements on steel used for flanges and reinforcing plates <\/td>\n<\/tr>\n
120<\/td>\n6.9 Requirement on lead material for LRB
7 Design rules
7.1 General
7.2 Shape factor
7.2.1 First shape factor <\/td>\n<\/tr>\n
121<\/td>\n7.2.2 Second shape factor
7.3 Compression and shear properties
7.3.1 Compressive stiffness
7.3.2 Shear stiffness and equivalent damping ratio <\/td>\n<\/tr>\n
122<\/td>\n7.4 Ultimate properties
7.4.1 Stability at zero displacement <\/td>\n<\/tr>\n
123<\/td>\n7.4.2 Stability and failure under large shear displacements
7.4.3 Roll-out properties of isolators with recessed or dowelled connections (Type III) <\/td>\n<\/tr>\n
124<\/td>\n7.4.4 Tensile properties <\/td>\n<\/tr>\n
125<\/td>\n7.5 Reinforcing steel plates
7.6 Connections
8 Manufacturing tolerances
8.1 General <\/td>\n<\/tr>\n
126<\/td>\n8.2 Measuring instruments
8.3 Plan dimensions
8.3.1 Measurement method <\/td>\n<\/tr>\n
127<\/td>\n8.3.2 Tolerances
8.4 Product height
8.4.1 Measurement method <\/td>\n<\/tr>\n
128<\/td>\n8.4.2 Tolerances
8.5 Flatness
8.5.1 Measurement method <\/td>\n<\/tr>\n
129<\/td>\n8.5.2 Tolerances
8.6 Horizontal offset
8.7 Plan dimensions of flanges <\/td>\n<\/tr>\n
130<\/td>\n8.8 Flange thickness
8.9 Tolerances on positions of flange bolt holes <\/td>\n<\/tr>\n
131<\/td>\n9 Marking and labelling
9.1 General
9.2 Information to be provided
9.3 Additional requirements <\/td>\n<\/tr>\n
132<\/td>\n9.4 Marking and labelling examples
10 Test methods
11 Quality assurance <\/td>\n<\/tr>\n
133<\/td>\nAnnex A (normative) Tensile stress in reinforcing steel plate <\/td>\n<\/tr>\n
135<\/td>\nAnnex B (normative) Determination of ultimate property diagram based on experimental results <\/td>\n<\/tr>\n
138<\/td>\nAnnex C (informative) Minimum recommended physical properties of rubber material <\/td>\n<\/tr>\n
139<\/td>\nAnnex D (informative) Effect of inner-hole diameter and second shape factor on shear properties <\/td>\n<\/tr>\n
142<\/td>\nAnnex E (informative) Determination of compressive properties of elastomeric isolators <\/td>\n<\/tr>\n
145<\/td>\nAnnex F (informative) Determination of shear properties of elastomeric isolators <\/td>\n<\/tr>\n
150<\/td>\nAnnex G (informative) Method of predicting buckling limit at large deformations <\/td>\n<\/tr>\n
157<\/td>\nAnnex H (informative) Design of fixing bolts and flanges <\/td>\n<\/tr>\n
160<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Tracked Changes. Elastomeric seismic-protection isolators – Applications for buildings. Specifications<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2020<\/td>\n161<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":312404,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1189,2641],"product_tag":[],"class_list":{"0":"post-312397","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-83-140-99","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/312397","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/312404"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=312397"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=312397"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=312397"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}