Evidence map›Paper›PMID 42740148›Full record

ArticleSensors (Basel, Switzerland)2026

Performance Evaluation and Field Validation of Next-Generation QMEMS Accelerometers for Seismology, Structural Health Monitoring, and Impact-Based Earthquake Early Warning.

Domenico Patanè, Masayoshi Todorokihara, Gioacchino Fertitta, Claudio Martino, Giuseppe Occhipinti, Antonino Sicali, Francesco Sabella

Abstract read
In one paragraph

Article in Sensors (Basel, Switzerland), 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

0numbers the graph read from it
0cells of the map it votes in
0citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

7 authors.

Domenico PatanèIstituto Nazionale di Geofisica e Vulcanologia, Sezione di Catania-Osservatorio Etneo, 95125 Catania, Italy.ORCID 0000-0001-9410-5126
Masayoshi TodorokiharaMD Products Development Department Microdevices Operations Division Fujimi Plant, Seiko Epson Corporation, 281 Fujimi, Fujimi-machi 399-0293, Suwa-gun, Nagano, Japan.ORCID 0009-0007-7353-1928
Gioacchino FertittaIstituto Nazionale di Geofisica e Vulcanologia, Sezione di Catania-Osservatorio Etneo, 95125 Catania, Italy.ORCID 0000-0002-0590-0353
Claudio MartinoCentro "Monitoraggio Sismico Urbano e delle Strutture" INGV, 95125 Catania, Italy.ORCID 0000-0002-5225-1421
Giuseppe OcchipintiCentro "Monitoraggio Sismico Urbano e delle Strutture" INGV, 95125 Catania, Italy.
Antonino SicaliIstituto Nazionale di Geofisica e Vulcanologia, Sezione di Catania-Osservatorio Etneo, 95125 Catania, Italy.
Francesco SabellaEpson Europe Electronics GmbH, Riesstrasse 15, 80992 Munich, Germany.

Funding

MUR-PNRR European Union - NextGenerationEU ECS00000022MUR-PNRR European Union - NextGenerationEU IR0000025VULCANI O3_B3 1.03.02.07.999.1
6 · The paper itself

Abstract

Recent advances in Micro-Electro-Mechanical Systems (MEMSs) have enabled the development of accelerometers increasingly suitable for seismological and structural engineering applications. Quartz MEMS (QMEMS) sensors combine low self-noise, wide dynamic range, excellent thermal stability, and compact dimensions, providing a cost-effective alternative to conventional force-balance and piezoelectric accelerometers. This study presents the development and validation of a complete QMEMS-based sensing platform for seismic monitoring and Structural Health Monitoring (SHM), integrating the recently introduced Epson M-A370 accelerometer, a Smart Sensor Box with precise timing synchronization, and embedded acquisition and edge-processing capabilities. The platform was evaluated through comprehensive laboratory and field experiments. The M-A370 was experimentally compared with the M-A352 and a reference force-balance accelerometer, while complementary M-A352 tests included representative MEMS and piezoelectric accelerometers. The experimental results indicate that accelerometer self-noise is a primary factor governing the reliability of Operational Modal Analysis (OMA) and long-term SHM. Self-noise densities below 1 μg/√Hz, preferably below 0.5 μg/√Hz, and, for the most demanding applications, approaching or below 0.1 μg/√Hz, represent practical performance targets for robust modal identification and reliable tracking of structural dynamic properties under weak ambient excitation or in very quiet environments. These values, however, are not exclusion thresholds, as higher-noise accelerometers can reliably record ground motions sufficiently above their instrumental noise floor. The ultra-low-noise M-A370 (0.02 μg/√Hz) delivers data quality comparable to engineering-grade force-balance accelerometers. The proposed platform, combining ultra-low-noise QMEMS technology, precise timing synchronization, and embedded processing, provides a scalable framework for Urban Seismic Observatories, distributed SHM, OMA, and impact-based Earthquake Early Warning (EEW) across buildings, bridges, and heritage structures.

Indexed as

impact-based EEWOperational Modal AnalysisQMEMS accelerometersSmart Sensor BoxStructural Health MonitoringUrban Seismic Observatory

Identifiers

PMID42740148
PMCPMC13567978

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.