New Engineering Approach Could Redefine Skyscraper Resilience

A tall, slender modern skyscraper piercing through a thick layer of white clouds

Quick Read

  • A new engineering study proposes using a building's own mass as a damper, reducing the need for traditional, space-consuming mechanical systems.
  • Testing on a 300-meter model showed a 70% reduction in wind-induced movement and a 42% reduction in earthquake displacement.
  • The approach could significantly lower the carbon footprint of skyscrapers by requiring less concrete and steel.
  • Experts emphasize that while promising, the method requires further technical validation and code acceptance before industry-wide adoption.

Rethinking Structural Stability

Engineers have proposed a novel approach to skyscraper design that utilizes a building’s own mass to mitigate movement caused by high winds and earthquakes, potentially rendering traditional, space-consuming damping systems obsolete. The research, published in Nature Communications, suggests that by strategically managing the movement of a tower’s internal structure, architects can achieve significant gains in stability without the need for additional mechanical dampers.

According to the study, which involved testing on a 300-meter tower model, the new design achieved up to 70 percent less movement in high winds and reduced structural loads by more than 50 percent. When subjected to earthquake simulations, the model demonstrated a 42 percent average reduction in top displacement. These findings suggest a pathway toward higher, more resilient, and more sustainable urban structures.

This report draws on information published by newsweek.com.

Moving Beyond Conventional Dampers

Modern supertall buildings typically rely on tuned mass dampers—large, dedicated weights installed near the top of a structure—to counteract wind-induced accelerations. While effective, these systems are expensive and consume valuable floor space. Miguel Martínez-Pañeda, a co-author of the study and a principal structural engineer at Arup, notes that the new approach instead leverages existing occupied floor space.

“Rather than making a tower heavier or stiffer, we use the controlled movement of its different parts to enhance its performance,” Martínez-Pañeda told Newsweek. By tuning the mass that the building already possesses, engineers can achieve superior performance while using significantly less concrete and steel. This efficiency directly addresses the growing industry demand for low-carbon, high-performance construction.

Industry Outlook and Implementation Challenges

While the proposal has garnered interest from structural engineering experts, the transition from theoretical model to built environment remains a significant hurdle. Eamonn Connolly, director of engineering at McHugh Construction, described the study as a “promising concept” that aligns with leading vibration-control solutions but emphasized that it is not yet a proven industry standard.

“Several challenges must be addressed, including technical validation, code acceptance, constructability, economics, commissioning, and long-term maintenance,” Connolly explained. Further considerations raised by industry professionals include the potential impacts on fire safety, façade integrity, and the coordination of complex building systems. Despite these challenges, the research marks a shift in how engineers conceptualize tall buildings, moving away from the assumption that skyscrapers must be rigid, immovable entities.

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Contributor:Azat TV Editorial
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Publisher:Azat TV

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