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2024 - 2025
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Wind Eng.

Anjali K.R. Jayakumari

Stefanie Gillmeier

Fabio Rizzo

Francesco Ricciardelli

Renata Klaput

Antonio Malasomma

+6 more

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2024 - 2025
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Wind Eng.

Wind Actions By Changing The Ground Roughness

WhICH ROUGH

Wind pressures
Wind loads
Approach flow conditions

Dataset Description

The dataset includes high-resolution velocity measurements of atmospheric boundary layer (ABL) profiles and corresponding surface pressure measurements on a scaled high-rise building model (153 mm × 100 mm × 610 mm in reduced scale). These data were generated through a controlled wind tunnel campaign at a geometrical scale of 1:492 aimed at investigating the effects of uniform and transitional terrain roughness on wind loads. In total, 27 ABL profiles were developed by systematically varying roughness elements to represent Eurocode terrain categories and their transitions. For each ABL profile, surface pressure was measured on an isolated high-rise building model with a rectangular plan to capture the impact of the approach flow on wind loads.

Atmospheric boundary layer
terrain categories
isolated building
Surface pressures
transient profile
Eurocode
Wind action
Surface roughness
Terrain transition

Specimens

1. Isolated Rectangular Building Model

2

The tested specimen is a scaled high-rise building model with a rectangular cross-section, measuring 153 mm (length) × 100 mm (width) × 610 mm (height). It was 3D printed using PLA material with a Raise3D Pro3 HS printer. To ensure a smooth and uniform surface, the printed components were repeatedly polished. Holes for pressure taps were incorporated directly into the 3D-printed design. Steel tubes with a diameter of 1.0 mm were embedded into the external surfaces to serve as pressure taps, connected to pressure scanners via flexible tubing. The model features 252 pressure measurement points distributed across its side walls and roof. It was centrally mounted on a turntable, enabling testing under various wind directions.

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1. Atmospheric Boundary Layer Characterization

This experiment focuses on the development and measurement of atmospheric boundary layer (ABL) profiles to simulate different terrain categories and their transitions as defined in Eurocode. The tests were performed at the closed-circuit wind-tunnel facility of TU Eindhoven. The ABLs are developed using rows of roughness elements positioned along the wind tunnel fetch of 21.9m length. The roughness elements were arranged in rows spaced 0.3 m apart along the entire fetch, beginning 0.6 m upstream of the building center. Additional rows of roughness elements were added 0.6 m downstream of the building center to assure that the building model is embedded in roughness elements. The velocity measurements for the ABL were made at 19 heights (0.03 m to 0.763 m) in reduced scale. For all 27 modelled approach flows, velocity measurements were taken at a distance of 1.8 m upstream of the building center (location P1). For profiles A1, A2, B1, B2, B3, C1, and C2 (described below), additional velocity measurements were also made at location P2, which is located 0.15 m upstream and 0.75 m laterally offset from the building center, i.e., closer to the building.

The experiment consists of two main parts:

1. Generation of three distinct ABL profiles: Three baseline profiles were developed to represent Eurocode terrain categories:

Profile A: Terrain Category II – 72 roughness elements of size 2 × 2 cm²

Profile B: Terrain Category III – 72 roughness elements of size 4 × 4 cm²

Profile C: Terrain Category IV – 72 roughness elements of size 6 × 6 cm²

2. Development of Transitional Profiles Between Terrains: To study the transition effects between different terrain types, transitional profiles were designed by gradually replacing roughness elements from one profile with those from another:

- Transition from Profile A to Profile B (Profiles A1–A8): Incremental substitution of 2 × 2 cm² elements with 4 × 4 cm² elements.

- Transition from Profile B to Profile C (Profiles B1–B8): Incremental substitution of 4 × 4 cm² elements with 6 × 6 cm² elements.

- Transition from Profile A to Profile C (Profiles C1–C8): Incremental substitution of 2 × 2 cm² elements with 6 × 6 cm² elements.

Layout of roughness elements for all profiles included in file Roughness Element Layout.txt

txt

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txt

Instrumentation

The streamwise (u), lateral (v), and vertical (w) velocity components were measured using a Series 100 Cobra probe. Measurements were taken at a sampling frequency of 600 Hz over a duration of 120 seconds. The Cobra probe was positioned using an automated traverse system, which provided movement accuracy better than 1 mm.

2. Surface Pressure on Building Model

For each approach flow ABL developed (Profiles A, A1-A8, B, B1-B8, C and C1-C8), surface pressure was measured on the facades and roof of the building model in order to quantify the effect of wind flow over different terrain conditions on wind pressures on buildings. The facades were instrumented with pressure taps numbered 1 to 240, while taps 241 to 252 were installed on the roof. Pressure data was recorded continuously for 3 minutes at a sampling frequency of 800 Hz. The tests were conducted for three wind directions: 0°, 45°, and 90° for each ABL developed. Additional Reynolds number independency tests were also performed for six scenarios.

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Instrumentation

Surface pressure measurements were recorded simultaneously using four Scanivalve MPS4264 pressure scanners, each equipped with 64 transducers. Data was collected over a duration of 3 minutes at a sampling frequency of 800 Hz. The transducers were connected to the pressure taps on the building surfaces using 1 m long urethane tubes with an internal diameter of 1.37 mm. To correct for any phase and amplitude distortions introduced by the pressure tubing system, tubing transfer functions are applied to the pressure time series. This correction has already been applied to the pressure data in the dataset. An Ultra Sonic Anemometer (USA) was located in the free stream to measure the approaching wind velocity and to determine Uref at building height.

Publications- DOIs

Publication/Metadata DOIs

DOI

10.1007/978-3-031-98893-6_5

Publication Date

11 Sept 2025, 14:19

Project Metadata

Rights

Creative Commons Attribution 4.0 International.

CC BY 4.0

CC BY 4.0

55 sessions

54 downloads

55 views

3 metadata

26 file previews

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