Deformation monitoring and the maximum number of stable points method-Reference-Cited by-同舟云学术

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Deformation monitoring and the maximum number of stable points method

Published:2015-06 Issue: Volume:70 Page:27-35
ISSN:0263-2241
Container-title:Measurement
language:en
Short-container-title:Measurement

Author:

Baselga S.,García-Asenjo L.,Garrigues P.

Funder

Spanish Ministry of Science and Innovation

Publisher

Elsevier BV

Subject

Applied Mathematics,Electrical and Electronic Engineering,Condensed Matter Physics,Instrumentation

Reference27 articles.

1. Multi input-single output models identification of tower bridge movements using GPS monitoring system;Kaloop;Measurement,2014

2. Experimental assessment of high-rate GPS receivers for deformation monitoring of bridge;Yi;Measurement,2013

3. Talkha steel highway bridge monitoring and movement identification using RTK-GPS technique;Elnabwy;Measurement,2013

4. A novel measurement method based on silhouette for chimney quasi-static deformation monitoring;Zheng;Measurement,2012

5. Monitoring system of buildings with high vulnerability in presence of slow ground deformations (The Campi Flegrei, Italy, case);Pingue;Measurement,2011

Cited by 14 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Matrix strengthening the identification of observations with split functional models in the squared Msplit(q) estimation process;Measurement;2023-08

2. The Stability Analysis Method of Leveling Datum Points in Mining Areas of Western China Based on SBAS-InSAR Technology;KSCE Journal of Civil Engineering;2022-10-07

3. Düşey Yönlü Deformasyon Araştırması;DÜMF Mühendislik Dergisi;2022-06-09

4. Identification of unstable reference points and estimation of displacements using squared Msplit estimation;Measurement;2022-05

5. Development of a Submillimetric GNSS-Based Distance Meter for Length Metrology;Sensors;2021-02-06

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