Modelling structural performance of existing concrete structures: FIB Bulletin 111 (Record no. 61404)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02266nam a2200217 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 241101b |||||||| |||| 00| 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9782883941779 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624 FIB |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Walraven, Joost (Ed.) |
| 245 ## - TITLE STATEMENT | |
| Title | Modelling structural performance of existing concrete structures: FIB Bulletin 111 |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication, distribution, etc | Germany: |
| Name of publisher, distributor, etc | Federation Internationale De Beton, |
| Date of publication, distribution, etc | 2024. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | vi, 169p.: |
| Other physical details | col., ill.; pbk.: |
| Dimensions | 29cm. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc | Many existing structures have to be assessed to find out whether they still satisfy the demands of structural safety. There are various possibilities to be regarded: structures can be still in good condition, but exposed to traffic loads which are larger than assumed in the original design. Moreover structures can sufferer material deterioration, reducing the bearing capacity. Finally structures may originally have been designed according to rules which are not anymore in agreement with the actual demands. So, non-compliant details may lead as well to insufficient structural safety.<br/><br/>In order to be able to determine the actual structural safety, the structural performance of existing structures should be described as realistically as possible. The bulletin is a state of-the-art report treating many subjects related to structural safety of existing structures. This includes determination of the residual capacity of structures subjected to higher loads than initially assumed. Moreover it deals with the change of the properties of structural materials suffering deterioration and the determination of the residual bearing capacity of structures with those deteriorated materials. Also examples are given with regard to the determination of the structural safety of structures with various types of non-compliant details.<br/><br/>Finally attention is given to assessment of existing structures by numerical simulation and by proof loading.<br/><br/>https://www.fib-international.org/publications/fib-bulletins/modelling-structural-performance-of-existing-concrete-structures-pdf-detail.html |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name as entry element | State of the Art Report |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name as entry element | Concrete Structures |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name as entry element | Reinforcing Steel |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name as entry element | Concrete Strength |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name as entry element | Corroded Bars |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name as entry element | Geometrical Aspects |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Item type | Books |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Home library | Current library | Date acquired | Total Checkouts | Full call number | Barcode | Date last seen | Copy number | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | General | IIT Gandhinagar | IIT Gandhinagar | 01/11/2024 | 624 FIB | 034664 | 01/11/2024 | 1 | Books |
