BBOX 2.0 · Event-based monitoring

Seismic monitoring of buildings and infrastructure

A permanent network of accelerometers records the structure's response during the earthquake. The data are available within the first hours, and the post-event report signed by a structural engineer turns them into an outcome you can act on.

Activation
Threshold-based, independent for each sensor
Recording
Pre-event and post-event
Sampling
Up to 1000 Hz
Output
Signed post-event report
The advantage

What seismic monitoring changes

The problem

After an earthquake, the condition of a building is assessed by eye, and the eye picks up apparent damage. Damage in joints, connections and elements concealed by finishes requires investigation, and in the meantime caution prevails: operations stay suspended longer than necessary.

The solution

BBOX 2.0 records the actual response of the structure during the earthquake. Within the first hours, engineers have measured accelerations, displacements and drift, and MOSI's post-event report states whether there is damage, how severe it is and where it is located: the decision to resume rests on objective evidence, and inspections go where they are needed.

Definition

What is seismic monitoring

Seismic monitoring is the measurement of a structure's response during an earthquake, using accelerometers permanently installed at the foundation and on the floors. The recorded accelerations yield displacements, interstorey drift and the amplification of motion up the height of the structure: the quantities a structural engineer uses to assess whether the event caused damage and in which part of the structure.

It is an event-based mode: recording starts when acceleration exceeds a set threshold. Earthquakes are the main reference, and on the same principle the system records impacts, extreme wind and any exceptional dynamic load that exceeds the threshold.

For this function BBOX has long been described as the black box of buildings: what the structure went through during the event stays on record and becomes the objective basis for the assessment that follows.

The context

After an earthquake, decisions are made within hours

In the hours after a shock, people decide whether to re-enter, whether to resume operations and which parts to inspect first. In Italy, the public emergency inspection, carried out with the AeDES form (the national post-earthquake damage and usability survey), produces a rapid, provisional judgement; in a workplace, the decision to resume operations rests with the employer.

What if the building is earthquake-resistant?

Seismic design protects people, and at the life-safety limit state the Italian building code (NTC 2018, §3.2.1) accepts significant damage to structural components and failure of non-structural components and building services. A building can therefore come through the event damaged.

173
public structures monitored by the Seismic Observatory of Structures (OSS) of the Italian Civil Protection Department: 160 buildings, 7 bridges and 6 dams.
273
buildings instrumented by the California Strong Motion Instrumentation Program, as of September 2024.

Public networks take measurements for the same reason. The Observatory makes it possible to assess the damage an earthquake causes to the monitored structures; in California, building records have been used to assess building integrity after earthquakes and to revise design codes.

The MOSI service

After the event, MOSI delivers a report you can act on

MOSI processes the recorded data and delivers a post-event report, interpreted and signed by a licensed structural engineer who takes professional responsibility for it. MOSI works on an ongoing basis with structural engineering firms: keeping measurement and assessment in separate hands makes the document a verifiable technical deliverable.

It is the document the owner or operator uses to decide whether to keep the structure in service, where to focus inspections and which works to start. Where catastrophe insurance is mandatory, as it is for businesses in Italy, a measurement of the earthquake's effect on the structure makes the difference between damage that is documented and damage that has to be proven.

On request, MOSI also prepares a technical report on post-earthquake structural usability, separate from the measures that fall to the competent authorities.

What it contains
  • Accelerations recorded at the base and on the floors
  • Displacements and interstorey drift compared with design limits
  • A clear outcome: no damage detected, or possible damage
  • Severity and location of the effects detected
  • Stated methodology
  • Signature of the structural engineer
Recording

How the system records an earthquake

The trigger threshold is set for each sensor and can be changed remotely, so sensitivity adapts to the structure and to the ordinary vibrations of the site, such as machinery and traffic. All channels share the same time reference: this is what makes drift calculable, because it compares the same instant on different floors.

Pre-event
Continuous memory
The datalogger keeps the seconds before the threshold in memory: the record starts from the first arrivals of the earthquake.
Trigger
Threshold exceeded
Recording starts automatically and involves the whole sensor network, with all channels aligned in time.
Post-event
End of recording
An end-of-recording threshold closes acquisition after the residual free vibrations: the duration follows the actual event.
UPS
Continuity
The built-in uninterruptible power supply, with 24 or 72 hours of autonomy depending on the configuration, keeps the system running during a power cut.

The sensors are fixed to the structure without altering the load-bearing structure, including on existing buildings.

For reference, the ANSS guidelines of the US Geological Survey for seismic monitoring of engineered civil systems specify at least 30 seconds of pre-event recording, at least 80 seconds of post-event recording and at least 200 samples per second. In BBOX 2.0 durations are configurable and sampling reaches 1000 Hz.

Synchronisation
NTP · GPS (PPS)
Transmission
LAN · 4G/5G
UPS autonomy
24 or 72 hours
Measured quantities

Accelerations, displacements, drift: what is measured

PGA · PFA

Peak accelerations

Measured at the base and on the floors. Comparing the two shows how the structure amplifies motion up its height. Floor acceleration governs damage to building services, suspended ceilings, racking and contents.
δ

Displacements

Derived by double integration of the acceleration signal. They describe the actual deformation of the structure during the event.
Δ/h

Interstorey drift

The relative displacement between two consecutive floors, divided by the storey height. The Italian building code (NTC 2018, §7.3.6.1) uses it to limit damage to non-structural elements, with limits that depend on the type of structure and infill: for example 0.005 h for brittle infills rigidly connected to the structure. In single-storey buildings, such as precast industrial buildings, it is the relative displacement between the base and the top of the instrumented columns.
θ

Inclination

The sensor also measures static inclination, with a resolution of 0.001°. Comparing readings before and after the event reveals any residual rotation of the structure.
Isolated structures

Seismic isolators: performance measured during the event

In a structure with isolators, the system's performance shows during the earthquake. The Italian building code (NTC 2018, §7.10.7) requires a maintenance plan with periodic checks recorded for the entire life of the building; instrumental measurement adds to those checks the performance recorded during the event.

With sensors above and below the isolation plane, the ratio between the accelerations measured on the two sides quantifies how much motion the device held back, bearing by bearing. Comparing different bearings shows whether the system worked uniformly across the plan and where to focus inspection.

Among the representative installations is the new INRCA hospital in Camerano, Italy: 32 accelerometric sensors that, when an event occurs, verify the dissipative effectiveness of the isolators by comparing accelerations across the isolation plane.

Frequently asked questions on monitoring seismically isolated structures →
Applications

Where a rapid response matters most

See the representative installations →

The same sensors also track degradation over time

In the base configuration of BBOX 2.0 the same sensors also perform Structural Health Monitoring. SHM works in ordinary service, even in the absence of earthquakes or other exceptional events: the ambient vibrations produced by wind, traffic and machinery are enough to measure how the structure behaves and to track its slow degradation over time. The history recorded in ordinary years is also the reference for reading the condition of the structure after an event.

Insights

Frequently asked questions on seismic monitoring →

Technical and regulatory references

  • Italian Civil Protection Department (Dipartimento della Protezione Civile), Seismic Observatory of Structures (Osservatorio Sismico delle Strutture).
  • California Geological Survey, California Strong Motion Instrumentation Program, data as of September 2024.
  • US Geological Survey, Guideline for ANSS Seismic Monitoring of Engineered Civil Systems, Open-File Report 2005-1039.
  • Italian Ministerial Decree of 17 January 2018, Technical Standards for Construction (Norme Tecniche per le Costruzioni, NTC 2018), §3.2.1, §7.3.6.1 and §7.10.7.
  • FEMA P-58-1, Seismic Performance Assessment of Buildings, 2018. FEMA E-74, Reducing the Risks of Nonstructural Earthquake Damage.
  • Italian Law no. 213 of 30 December 2023, art. 1, paragraphs 101-111 (mandatory catastrophe insurance for businesses).
Technical consultation

Let's design seismic monitoring for your structure

The number and position of sensors, trigger thresholds and report content depend on the structure and on the decisions it will need to support. The MOSI team defines the configuration with you.

Request a technical consultation