Essential Concepts & Key Facts
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- Earthquake-resistant buildings are engineered to withstand lateral inertial forces caused by seismic ground waves, preventing collapse.
- Seismic base shear force acting on a building is governed by Newton’s second law: Force = Mass × Acceleration (F = m × a).
- Resonance occurs when the natural vibration frequency of a building matches earthquake ground shaking, causing catastrophic amplified oscillations.
- Ductility is the structural property allowing reinforced concrete and steel to deform plastically and absorb energy without brittle fracturing.
- The "Strong-Column Weak-Beam" principle ensures horizontal beams yield first in flexure while vertical columns continue carrying building weight.
- Base Isolation decouples the upper building from foundation ground motion using elastomeric Lead-Rubber Bearings or friction pendulum sliders.
- Lead-Rubber Bearings (LRB) shift the building’s natural period to lower frequencies, while the yielding lead core dissipates kinetic energy as heat.
- Tuned Mass Dampers (TMD) are heavy suspended counterweights (e.g. Taipei 101’s 660-tonne pendulum) that swing out of phase to cancel building vibrations.
- Viscous fluid dampers operate like automotive shock absorbers, converting mechanical kinetic sway into thermal fluid energy.
- Reinforced concrete Shear Walls provide rigid in-plane lateral stiffness, resisting horizontal shearing forces and limiting inter-story drift.
- Cross-braced frames and Buckling-Restrained Braced Frames (BRBFs) absorb seismic loads symmetrically in tension and compression.
- Geometric symmetry in floor plans prevents catastrophic torsional twisting; irregular L-shaped or T-shaped structures experience high twisting stress.
- A "Soft Story" occurs when ground floors have open stilt parking without walls, concentrating seismic strain and risking pancaking collapse.
- Bureau of Indian Standards code IS 1893 categorizes India into four seismic hazard zones: Zone II (Low), III (Moderate), IV (Severe), and V (Very Severe).
- Indian Standard IS 13920 mandates ductile detailing: closely spaced stirrups, 135° seismic hooks, and continuous longitudinal reinforcement.
- Diaphragms (concrete floor and roof slabs) act as rigid horizontal plates that distribute lateral seismic forces to vertical shear walls and columns.
- Soil liquefaction occurs when water-saturated loose sand loses shear strength during shaking, mitigated by deep cast-in-situ friction piles.
- Traditional Indian vernacular architecture—such as Kashmiri Dhajji Dewari (timber frames with light masonry) and Kath-Kuni—exhibits high seismic resilience.
- Seismic retrofitting strengthens existing buildings using concrete column jacketing, carbon fiber wraps (CFRP), and external steel bracing.
- Japan enforces three seismic standards: Taishin (structural anti-collapse), Seishin (vibration damping), and Menshin (complete base isolation).
- Pounding damage occurs when adjacent buildings are constructed too close together and collide during out-of-phase seismic swaying.
- Performance-Based Seismic Design (PBSD) uses non-linear computer time-history simulations to ensure buildings remain operational after major tremors.
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