Abstract
The authors regret the following corrections: • Figure 1 contains a typographical error. The correct version of this figure is shown below: [Figure presented]• Figure 5 incorrectly states the plan dimensions of the case study structure. The correct dimensions are shown in the version of the figure below: [Figure presented]The first paragraph of Section 4.1 “Case Study Description” also incorrectly states these plan dimensions. This paragraph should be corrected to read: The target architectural design for the masonry vault is characterised by a thickness t = 0.12 m, while its projection on the horizontal plane (planform) is defined by b = 14.0 m and l = 28.0 m. • Equation (14) should be corrected to: [Formula presented]• Equation (18) should be corrected to read: [Formula presented]• Equation (20) should be corrected to read: [Formula presented] The authors would like to apologise for any inconvenience caused.
| Original language | English (US) |
|---|---|
| Article number | 104602 |
| Journal | Mechanics Research Communications |
| Volume | 154 |
| DOIs |
|
| State | Published - Jun 2026 |
| Externally published | Yes |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- General Materials Science
- Condensed Matter Physics
- Mechanics of Materials
- Mechanical Engineering
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Dive into the research topics of 'Corrigendum to “Design of purely compressive shells under vertical and horizontal loads through Machine Learning-driven form-finding” [Mechanics Research Communications 148 (2025) 104491] (Mechanics Research Communications (2025) 148, (S0093641325001247), (10.1016/j.mechrescom.2025.104491))'. Together they form a unique fingerprint.Cite this
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