Particle Damping Seismic Energy Dissipation Device

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Solution Overview

Problem

Existing energy dissipation devices for seismic protection are costly, difficult to manufacture, and require power sources, with uneven force distribution in compression and tension leading to overstrength issues and environmental pollution, while also being hard to retrofit and maintain.

Innovation Solution

A passive energy dissipation device comprising a container filled with granular material, a movable plate, and rods, which dissipates seismic energy through a force-displacement hysteresis loop without an external energy source, featuring a configuration that is cost-effective, easy to manufacture, and adaptable for various applications.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If traditional seismic resistance systems are used to allow structures to absorb energy, then structural protection is achieved, but environmental pollution and social costs increase due to demolition

Engineering Contradiction:
Improvestructural protectionVSAvoidenvironmental pollution
Core Design Contradiction:
ReliabilityVSObject-affected harmful factors

Solution Approach 1:

The invention extracts the energy dissipation function from the main structural members and places it in separate particle damping containers. This allows the structure to be protected from seismic damage while the particles absorb the energy, avoiding the need to demolish or replace structural components and reducing environmental pollution.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The particle damping material acts as an intermediary between the seismic load and the structure. The particles absorb and dissipate seismic energy through friction and collision, protecting the structure without requiring demolition or replacement of structural elements.

Inventive Principle:
Principle #24Intermediary (Mediator)

2Reliability

If seismic isolation systems are used to separate structures from ground motion, then structural damage is avoided, but the system becomes costly and difficult to reinforce after earthquakes

Engineering Contradiction:
Improvestructural damage avoidanceVSAvoidsystem complexity
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

The invention divides the energy dissipation system into separate modular containers filled with particles, which can be independently installed at specific locations on the structure. This segmentation simplifies the overall system compared to comprehensive seismic isolation systems while maintaining effectiveness.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The particle damping system is a passive device that automatically dissipates seismic energy without requiring external power sources or complex control systems. The particles self-adjust during seismic events, making the system simple to operate and maintain.

Inventive Principle:
Principle #25Self-service

3Reliability

If seismic damping systems are used to absorb incoming energy, then structural protection is achieved, but the device must be replaced after damage

Engineering Contradiction:
Improvestructural protectionVSAvoiddevice replacement
Core Design Contradiction:
ReliabilityVSEase of repair

Solution Approach 1:

The particle damping material is inexpensive and can be easily replenished. If particles become damaged or less effective, they can be quickly replaced by refilling the containers, making the system more economical and easier to maintain than traditional damping devices.

Inventive Principle:
Principle #27Cheap short-living objects (Disposable)

4Force

If traditional braces are used to provide lateral resistance, then energy absorption is achieved, but overstrength behavior damages structural members and increases cost

Engineering Contradiction:
Improvelateral resistanceVSAvoidbrace strength uniformity
Core Design Contradiction:
ForceVSStrength

Solution Approach 1:

The particle damping containers are strategically placed at specific locations where energy dissipation is most needed, such as near the base of the structure or at floors with high seismic demand. This localized approach provides effective lateral resistance without creating overstrength in other parts of the structure.

Inventive Principle:
Principle #3Local quality

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The device effectively dissipates seismic energy across a wide range of displacement amplitudes and loading rates, reducing structural damage and maintenance costs, while being easily configurable and suitable for both new and existing structures, with improved damping capabilities and reduced environmental impact.

Implementation Method 1

The container is filled with granular material that dissipates energy through friction and collision between particles

Methodology Applied
Scientific EffectFriction: Friction

Implementation Method 2

The container is filled with granular material that dissipates energy through friction and collision between particles

Methodology Applied
Scientific EffectParticle collision: Impact Force

Implementation Method 3

The device dissipated more energy if the force-displacement hysteresis loop gets wider

Methodology Applied
Scientific EffectHysteresis: Hysteresis

Data Source

PatentUS12129682B2Particle-based energy dissipation device for structures
Publication Date: 2024.10.29 UNIVERSITY OF SHARJAH
  • US12129682B2 patent drawing
  • US12129682B2 patent drawing
  • US12129682B2 patent drawing

AI summary

An energy dissipation device is disclosed. The device includes a container, where the container includes a top plate that is horizontally slotted on the container. In addition, the device includes at least one movable plate is inserted through a slot inside the container, and at least two holes inserted in the at least one movable plate. Moreover, the device includes at least two rods partially threaded at both sides of the container. In some implementations, the device may include a frame. In addition, the device includes a damper fixed inside the frame, and a plurality of braces installed in the frame to provide support to the damper. Moreover, the device includes at least one beam and at least one horizontal plate fixed to a bottom face of the at least one beam. A method of assembling an energy dissipation device is also disclosed.