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Innovative Seismic Resilience of High-Rise Structures Featuring Composite Columns and Shear Walls on Sloping Ground (Record no. 132527)
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| fixed length control field | 01951nam a2200133 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 250822b |||||||| |||| 00| 0 eng d |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Rinki Verma |
| 245 ## - TITLE STATEMENT | |
| Title | Innovative Seismic Resilience of High-Rise Structures Featuring Composite Columns and Shear Walls on Sloping Ground |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | p591–604 |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. biblio.abstract | This study focused on structures on sloping terrain, as buildings in hilly areas are particularly vulnerable to earthquakes. A lateral load-resisting system, such as a shear wall, is provided to strengthen the building's earthquake resistance. A comparative analysis is conducted between composite dual system buildings (featuring concrete-encased steel plate shear walls with concrete-encased steel columns) and conventional dual system buildings (comprising concrete columns with concrete shear walls), with particular attention to the influence of sloping ground. Parameters such as time period, mode shape, base shear, story drift, story stiffness, and story displacement of the G + 19 story building are analyzed using ETABS software. The results indicate that composite buildings on flat ground exhibit improved performance compared to conventional buildings on sloped terrain, with enhancements in displacement (11–13%) and drift ratios (8–12%). Additionally, the ductility-based damage index is reduced by 32.3% and the stiffness-based damage index by 99.4% at the collapse prevention performance level, highlighting significantly enhanced structural resilience. The analysis concludes that composite buildings outperform conventional ones in minimizing displacement and drift ratios and damage. |
| 654 ## - SUBJECT ADDED ENTRY--FACETED TOPICAL TERMS | |
| Subject | <a href="Building Materials">Building Materials</a> |
| -- | <a href=" Building Construction and Design "> Building Construction and Design </a> |
| -- | <a href="Building Types and Functions ">Building Types and Functions </a> |
| -- | <a href="Composites ">Composites </a> |
| -- | <a href="Structural Mechanics ">Structural Mechanics </a> |
| -- | <a href="Structural Materials">Structural Materials</a> |
| 773 0# - HOST ITEM ENTRY | |
| Host Biblionumber | 80299 |
| Host Itemnumber | 113445 |
| Place, publisher, and date of publication | Germany Springer Nature India Private limited |
| Title | Journal of the Institution of engineers (India): series A |
| International Standard Serial Number | 2250-2149 |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | Journal Article |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Location (home branch) | Sublocation or collection (holding branch) | Date acquired | Koha issues (times borrowed) | Piece designation (barcode) | Koha date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | SNDT Juhu | SNDT Juhu | 22/08/2025 | JP867.20 | 22/08/2025 | 22/08/2025 | Journal Article |