Experimental investigation on wind loads and wind-induced responses
Abstract Flexible photovoltaic (PV) support structure offers benefits such as low construction costs, large span length, high clearance, and high adaptability to complex terrains. However, due to the high
Experimental Study on Wind Load of Large-Span Flexible Photovoltaic
This paper investigates the wind load characteristics of large-span flexible-support PV arrays with different tilt angles through wind tunnel pressure measurements.
Large span photovoltaic support solution
Flexible photovoltaic (PV) support structure offers benefits such as low construction costs, large span length, high clearance, and high adaptability to complex terrains.
Study on mechanical properties of a 35-meter-span three
To improve the span and stiffness and widen the application scene of the flexible photovoltaic support system, a new type of three-dimensional cable-truss flexible photovoltaic support system is proposed
Structures for large-scale photovoltaic systems
Large photovoltaic systems require support systems designed to handle the weight of hundreds or thousands of solar panels while providing high mechanical strength and even load
Static and wind-induced vibration response of large-span flexible
A large-span flexible photovoltaic (PV) support with saddle-shaped cable net supporting is proposed. It can surpass the current flexible PV support span up to 100 m level. Firstly, the components of the
Improvement of the flexible support photovoltaic module system: A
The flexible support photovoltaic module structure system has advantages such as large span, fast construction speed, and suitability for complex environments. However, this kind of system
Large span photovoltaic support construction plan
This paper optimizes the design of a novel large-span cable-supported steel-concrete composite floor system in a simply supported single-span, single-strut configuration, aiming for cost-effective
Experimental investigation on wind loads and wind-induced responses
In this study, a 45 m span flexible PV support structure with 3 spans and 12 rows was designed. The wind loads on PV panels were obtained by wind tunnel tests on a rigid model and the