Experimental investigation on the steel standing seam roof systems subjected to wind uplift (Record no. 16118)
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| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20220131141608.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 220131b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 15690 |
| Author | Reddy, S. Ravikanth |
| 245 ## - TITLE STATEMENT | |
| Title | Experimental investigation on the steel standing seam roof systems subjected to wind uplift |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.48, Issue 04 |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Chennai |
| Name of publisher, distributor, etc. | CSIR- Strctural Engineering research Centre |
| Year | 2021 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 255-264p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Standing Seam Metal Roofing (SSMR) systems have advantages of weather tightness, leak-proof performance, durability, and cost- effectiveness. Codification of SSMR designs is quite complex due to the interaction of several components. The design of supporting purlin is also difficult when the resistance from sheeting is accounted for. Since numerical models have limitations to capture this interaction, experiment based empirical equations are the only way to design these systems. Two types of profiles namely Flexlok® and Tracdek® profiles are widely used in practice. In the former, the roof sheets under upward wind depend on the clamping force between the sheet profile and a clamping device called a halter. The latter gets its strength from the integral folding of the sheet with the mechanical clamping device. Although these two systems have different load carrying mechanisms, the behavior of both has an impact on the secondary load carrying systems such as purlins. Unless this interaction of the sheeting and the secondary frame systems are experimentally evaluated, the design does not become rigorous. This paper presents experimental studies on the interaction behavior of two types of SS MR systems subjected to wind uplift. A special vacuum chamber is fabricated as per specifications in ASTM E1592 - 05(2017) for creating air-pressure differences. The various modes of failure in these two types of roof systems are captured in the experiments which will influence the overall behavior of the roof systems. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4621 |
| Topical term or geographic name entry element | Civil Engineering |
| 653 ## - Keywords | |
| Keywords | Standing Seam Metal Roofing |
| 653 ## - Keywords | |
| Keywords | Wind Uplift |
| 653 ## - Keywords | |
| Keywords | Rigid Purlin |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 15691 |
| Co-Author | Jayachandran, S. Arul |
| 773 0# - HOST ITEM ENTRY | |
| Place, publisher, and date of publication | Chennai CSIR-Structural Engineering Research Centre |
| International Standard Serial Number | 0970-0137 |
| Title | Journal of structural engineering (JOSE) |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | |
| Koha item type | Articles Abstract Database |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Permanent Location | Current Location | Shelving location | Date acquired | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 2022-01-31 | 2022-0266 | 2022-01-31 | 2022-01-31 | Articles Abstract Database |