Extreme Value Analysis of Wind Loads on an Adjustable-Tilt Solar Photovoltaic System: A Wind Tunnel Force Measurement Experiment

This study presents wind tunnel experiments on an adjustable-tilt solar photovoltaic (PV) system, covering wind directions from 0° to 180° and tilt angles from 5° to 60°, with time histories of column base shear force recorded under 65 working conditions. The Gaussianity of the shear force time histories is assessed using skewness (Csk) in the range of −0.15 to 0.15 and kurtosis (Cku) greater than 3.2, which explicitly indicates a non-Gaussian distribution. Results show that base shear forces tend to follow a Gaussian distribution at lower tilt angles, while higher angles lead to non-Gaussian behavior due to organized vortex shedding. Three extreme value analysis methods are compared, with the generalized Pareto distribution (GPD) method demonstrating the highest accuracy and the smallest estimation deviation. The GPD-based maximum shear forces not only align closely with observed values but also satisfy structural wind resistance requirements. Compared with average values, the extreme shear force generally shows higher magnitudes under the same conditions. These findings highlight the importance of accounting for extreme loading effects in structural design and offer practical guidance for the wind-resistant design of adjustable-tilt PV systems.

Authors

Institutions

Publication Details

Journal
Journal of Structural Engineering
Published
2026-01-21
DOI
https://doi.org/10.1061/jsendh.steng-15160
Primary Topic
Wind and Air Flow Studies
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Extreme Value Analysis of Wind Loads on an Adjustable-Tilt Solar Photovoltaic System: A Wind Tunnel Force Measurement Experiment

Terigen Bao, Ou Pu, Yaowei Fan, Zhengnong Li
Journal of Structural Engineering
Wind and Air Flow Studies
article

Extreme Value Analysis of Wind Loads on an Adjustable-Tilt Solar Photovoltaic System: A Wind Tunnel Force Measurement Experiment

Terigen Bao, Ou Pu, Yaowei Fan, Zhengnong Li
article en

Abstract

This study presents wind tunnel experiments on an adjustable-tilt solar photovoltaic (PV) system, covering wind directions from 0° to 180° and tilt angles from 5° to 60°, with time histories of column base shear force recorded under 65 working conditions. The Gaussianity of the shear force time histories is assessed using skewness (Csk) in the range of −0.15 to 0.15 and kurtosis (Cku) greater than 3.2, which explicitly indicates a non-Gaussian distribution. Results show that base shear forces tend to follow a Gaussian distribution at lower tilt angles, while higher angles lead to non-Gaussian behavior due to organized vortex shedding. Three extreme value analysis methods are compared, with the generalized Pareto distribution (GPD) method demonstrating the highest accuracy and the smallest estimation deviation. The GPD-based maximum shear forces not only align closely with observed values but also satisfy structural wind resistance requirements. Compared with average values, the extreme shear force generally shows higher magnitudes under the same conditions. These findings highlight the importance of accounting for extreme loading effects in structural design and offer practical guidance for the wind-resistant design of adjustable-tilt PV systems.

Journal of Structural EngineeringVol. 152(4)
Hunan University (CN), Power Grid Corporation (India) (IN)
Affordable and clean energy
Openalex Percentile: Top 83%
Wind and Air Flow Studies
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.