March 8, 2026
Earthquakes represent one of the most severe threats to bridge infrastructure. A major seismic event can impose lateral forces on a bridge structure that are many times greater than those from normal traffic loading, potentially causing catastrophic collapse. The discipline of seismic isolation — decoupling the bridge superstructure from the ground motion — has transformed bridge engineering in earthquake-prone regions over the past four decades, and High Damping Rubber Bearings (HDRB) are among the most widely deployed and technically proven isolation devices available today.
Conventional bridge design philosophy attempts to resist earthquake forces through structural strength and ductility — essentially, building the bridge strong enough to withstand the shaking. Seismic isolation takes a fundamentally different approach: rather than resisting the earthquake forces, it redirects and absorbs them by introducing a flexible layer between the ground and the structure.
An isolated bridge sits on bearings with a very low horizontal stiffness. When the ground moves during an earthquake, the bearings deform laterally, allowing the superstructure to remain relatively stationary. The period of vibration of the isolated structure is lengthened — typically from 0.5–1.0 seconds (fixed-base) to 2.0–4.0 seconds (isolated) — moving it away from the dominant frequency content of most earthquake ground motions. The result is a dramatic reduction in the seismic forces transmitted to the bridge structure.
![]()
Cross-section of a High Damping Rubber Bearing (HDRB). The alternating layers of high-damping rubber and steel plates provide vertical stiffness for load carrying and horizontal flexibility for seismic isolation. Red arrows indicate the lateral deformation during an earthquake.
HDRB are constructed from specially formulated high-damping natural rubber compounded with carbon black, oils, and resins to achieve significantly higher energy dissipation than standard natural rubber. This high-damping compound is vulcanised in alternating layers with thin steel reinforcing plates, creating a bearing that is stiff in the vertical direction (to carry the bridge's dead and live loads) but flexible in the horizontal direction (to accommodate seismic displacements).
The key performance parameters of an HDRB are: Horizontal stiffness (K_h) — governs the period of the isolated structure, typically 0.5–5.0 kN/mm; Equivalent viscous damping (ξ_eq) — the energy dissipation capacity, typically 10–20% for HDRB compared to 2–5% for standard rubber; Vertical stiffness (K_v) — must carry the full vertical load without excessive settlement; and Design displacement (d_d) — the maximum horizontal displacement under the design earthquake, typically 100–400 mm.
| Parameter | HDRB | LRB |
|---|---|---|
| Damping Source | High-damping rubber compound | Plastic deformation of lead core |
| Equivalent Damping | 10–20% | 20–30% |
| Behaviour | Strain-dependent stiffness | Bilinear (elastic-plastic) |
| Re-centring | Good (rubber restoring force) | Excellent (lead restoring force) |
| Post-earthquake | No residual deformation | Possible minor residual deformation |
| Maintenance | None required | None required |
| Typical Application | Moderate to high seismicity | High seismicity, near-fault |
![]()
A cable-stayed bridge in a high-seismicity region equipped with HDRB seismic isolation bearings at the tower base and pier caps. Seismic isolation can reduce earthquake forces on bridge structures by 60–80% compared to conventional fixed-base design.
HDRB for bridge applications must be designed and tested in accordance with recognised international standards, including EN 15129 (Anti-seismic devices, Europe) and AASHTO Guide Specifications for Seismic Isolation Design (USA). Key testing requirements include prototype testing of full-scale bearing samples to verify horizontal stiffness and damping at the design displacement, production testing of a sample of production bearings to confirm conformity, and compression testing to verify vertical stiffness and load capacity.
For bridges in regions of moderate seismicity, HDRB typically provide an excellent and cost-effective solution. In regions of very high seismicity or near active fault lines, LRB may be preferred due to their higher damping capacity.
Bridgent's HDRB are manufactured in an ISO 9001-certified facility and supplied with full test documentation including prototype and production test reports. Our seismic engineering team can assist with bearing design, site-specific hazard analysis, and compliance with local seismic design codes for bridge projects in China, Southeast Asia, the Middle East, and beyond.
Bridgent supplies HDRB, LRB, and fluid dampers for seismic isolation and energy dissipation in bridge structures worldwide.
Tags: Bridge Engineering Seismic Protection Bridge Construction Bridge Maintenance Bridgent Products