Abstract
A response spectrum analysis was conducted on a 147-year-old brick masonry heritage school building using spectral accelerations specified in the Standard Code of Practice (IS 1893–2016). These accelerations were applied as ground motions in both the X and Y directions of the structure. Isotropic material properties were assumed to evaluate the resulting normal and shear stresses numerically. Additionally, a parametric study was conducted by varying the isotropic material parameters, specifically the modulus of elasticity and Poisson’s ratio, to evaluate their influence on the stress response. The results indicate that the stresses are significantly more sensitive to changes in the modulus of elasticity than to variations in Poisson’s ratio.
| Original language | English |
|---|---|
| Pages (from-to) | 1345-1356 |
| Number of pages | 12 |
| Journal | Strength of Materials |
| Volume | 57 |
| Issue number | 6 |
| DOIs | |
| State | Published - Nov 2025 |
| Externally published | Yes |
Bibliographical note
Publisher Copyright:© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2026.
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
-
SDG 4 Quality Education -
SDG 11 Sustainable Cities and Communities
Keywords
- heritage building
- parametric study
- response spectrum analysis
- spectral acceleration
- stress contours
ASJC Scopus subject areas
- Mechanics of Materials
Fingerprint
Dive into the research topics of 'Parametric Study of a Heritage School Building Subjected to Spectral Acceleration'. Together they form a unique fingerprint.Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver