Value of pre‐construction proof loading information for structural design-Reference-Cited by-同舟云学术

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Value of pre‐construction proof loading information for structural design

Published:2019-12 Issue:12 Volume:22 Page:1716-1732
ISSN:1095-4244
Container-title:Wind Energy
language:en
Short-container-title:Wind Energy

Author:

Brüske Henning¹^ORCID,Thöns Sebastian²³

Affiliation:

1. Department of Civil EngineeringTechnical University of Denmark Brovej 118 Kongens Lyngby 2800 Denmark

2. Danish Hydrocarbon Research and Technology Centre (DHRTC) Brovej, Building 118 Kongens Lyngby 2800 Denmark

3. Department 7: Safety of StructuresBAM Federal Institute for Materials Research and Testing Berlin Denmark

Funder

Department of Civil Engineering of the Technical University of Denmark

Publisher

Wiley

Subject

Renewable Energy, Sustainability and the Environment

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/we.2398

Reference40 articles.

1. Proof loading and structural reliability

2. Quality control, proof testing and structural reliability

3. On the utilization of monitoring data in an ultimate limit state reliability analysis

4. Reliability assessment of existing structures

5. Reliability Analysis Format for Offshore Structures

Cited by 6 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. Decision analytic approach for the reclassification of concrete bridges by using elastic limit information from proof loading;Reliability Engineering & System Safety;2023-04

2. Quantifying the value of structural health monitoring information with measurement bias impacts in the framework of dynamic Bayesian Network;Mechanical Systems and Signal Processing;2023-03

3. Structural safety evaluation using proof loads based on Bayesian inference;Journal of Civil Structural Health Monitoring;2021-09-24

4. Value of information analysis in civil and infrastructure engineering: a review;Journal of Infrastructure Preservation and Resilience;2021-05-14

5. Verringerung der Versagenswahrscheinlichkeit von Brücken durch experimentelle Traglastversuche;Bautechnik;2020-10-07

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