A New pareto model: risk application, reliability MOOP and PORT value-at-risk analysis

HM Yousof, A Aljadani, MM Mansour… - Pakistan Journal of …, 2024 - pjsor.com
The paper introduces a new reliability Burr Pareto type-II model, showcasing its versatility
and effectiveness in engineering applications, particularly in analyzing the failure and …

Field monitoring and wind tunnel study of wind effects on roof overhang of a low‐rise building

X Wang, Q Li, J Li - Structural Control and Health Monitoring, 2020 - Wiley Online Library
Roof overhang is one of the most easily damaged parts of low‐rise buildings during
windstorms. To investigate the wind‐induced pressure distributions and forces on the roof …

Comparative study between field measurements of wind pressures on a 600-m-high skyscraper during Super Typhoon Mangkhut and wind tunnel test

XL Han, QS Li, K Zhou, X Li - Engineering Structures, 2022 - Elsevier
Wind pressures on cladding of a 600-m-high skyscraper during Super Typhoon Mangkhut
were monitored by a synchronous monitoring system including 48 pressure transducers …

Design of high-rise buildings with arbitrary shapes for multi-directional wind

D Saini, A Alipour, NA Heckert, E Simiu - Structures, 2023 - Elsevier
This communication presents a high-fidelity procedure for the design for wind of high-rise
buildings with any shape, and briefly comments on procedures used in current wind …

The Return Period Wind Speed Prediction of Beijing Urban Area Based on Short-Term Measured Wind Speed

W Chen, Y Tian - Atmosphere, 2024 - mdpi.com
To predict and explore the return period wind speed distribution in Beijing urban area,
based on the short-term measured wind speed record, the measured independent storm …

Peak pressures on high-rise buildings roof: A dual approach through validated LES and wind tunnel experiments with uncertainty quantification

KK Vranešević, AŠ Glumac - Journal of Wind Engineering and Industrial …, 2024 - Elsevier
Understanding the accuracy of predicted peak pressure in wind engineering is crucial for
effective risk assessment and structural design. This study investigates the capacity of large …

Estimation of extreme wind pressure coefficients of buildings using POT with automated threshold selection

Z Yang, S Li, SC Yang, S Li, D Mao, T Wu - Journal of Building Engineering, 2024 - Elsevier
Extreme wind pressure coefficients of the high-rise buildings are critical for determining wind
loads on components and claddings. To address the issue of insufficient samples in the …

[HTML][HTML] Research on the Maximum Estimation Method for the Temperature Gradient of the Track Slab

J Guo, R Yang - KSCE Journal of Civil Engineering, 2024 - Elsevier
The design value of the temperature gradient (TG) for the track slab is one of the main loads
that the ballastless track structure bears. The number of the track slab TG samples measured …

Analysis of wind pressure data on components and cladding of low-rise buildings

D Duthinh, JA Main, ML Gierson… - ASCE-ASME Journal of …, 2018 - ascelibrary.org
This paper presents a methodology for analyzing wind pressure data on cladding and
components of low-rise buildings. The aerodynamic force acting on a specified area is …

Research on extreme value estimations and dynamic coefficients of wheel load for high-speed railway based on generalized Pareto distribution theory

G Jie, Y Rongshan - Journal of Vibration and Control, 2024 - journals.sagepub.com
The design value of wheel load is one of the key design parameters for high-speed railway
ballastless track structure, which essentially belongs to the extreme estimation of wheel …