The single-diode model equation of a photovoltaic (PV) panel is a nonlinear equation that relates the current and voltage of the panel. During operation, the PV panel can be at any point along the $I-V$ characteristic defined by this equation. Catalogue data generally provide current and voltage values at three points: short-circuit, opencircuit, and maximum power under standard test conditions (STC) and nominal operating conditions (NOCT). For the purpose of PV plant modelling, the parameters $I_{\text{ph}}, I_{0}, V_{\mathrm{t}}$, $R_{\mathrm{s}}$, and $R_{\text{sh}}$ are typically estimated from catalogue data using various methods. The estimated parameters enable the determination of an $I-V$ curve that typically aligns well with measurements under real-world conditions, provided the panels meet their specified characteristics. However, due to usage or improper storage, panels may degrade, leading to changes in these parameters and deviations from those estimated from catalogue data. Existing methods for capturing $I-V$ curves often involve measuring currentvoltage pairs at numerous points, making them slow and hardware-intensive. This paper investigates the estimation of real panel parameters using current and voltage at just four points on the $I-V$ curve. The results show good agreement between the estimated parameters and the $I-V$ curves derived from them.

This summary of the second Terrestrial Very-Long-Baseline Atom Interferometry (TVLBAI) Workshop provides a comprehensive overview of our meeting held in London in April 2024 (Second Terrestrial Very-Long-Baseline Atom Interferometry Workshop, Imperial College, April 2024), building on the initial discussions during the inaugural workshop held at CERN in March 2023 (First Terrestrial Very-Long-Baseline Atom Interferometry Workshop, CERN, March 2023). Like the summary of the first workshop (Abend et al. in AVS Quantum Sci. 6:024701, 2024), this document records a critical milestone for the international atom interferometry community. It documents our concerted efforts to evaluate progress, address emerging challenges, and refine strategic directions for future large-scale atom interferometry projects. Our commitment to collaboration is manifested by the integration of diverse expertise and the coordination of international resources, all aimed at advancing the frontiers of atom interferometry physics and technology, as set out in a Memorandum of Understanding signed by over 50 institutions (Memorandum of Understanding for the Terrestrial Very Long Baseline Atom Interferometer Study).

This summary of the second Terrestrial Very-Long-Baseline Atom Interferometry (TVLBAI) Workshop provides a comprehensive overview of our meeting held in London in April 2024, building on the initial discussions during the inaugural workshop held at CERN in March 2023. Like the summary of the first workshop, this document records a critical milestone for the international atom interferometry community. It documents our concerted efforts to evaluate progress, address emerging challenges, and refine strategic directions for future large-scale atom interferometry projects. Our commitment to collaboration is manifested by the integration of diverse expertise and the coordination of international resources, all aimed at advancing the frontiers of atom interferometry physics and technology, as set out in a Memorandum of Understanding signed by over 50 institutions.

Bridge crane is exposed to dynamic loads during its non-stationary operations (acceleration and braking). Analyzing these operations, one can determine unknown impacts on the dynamic behavior of bridge crane. These impacts are taken into consideration using selected coefficients inside the dynamic model. Dynamic modelling of a bridge crane in vertical plane is performed in the operation of the hoist mechanism. The dynamic model is obtained using data from a real bridge crane system. Two cases have been analyzed: acceleration of a load freely suspended on the rope when it is lifted and acceleration of a load during the lowering process. Physical quantities that are most important for this research are the values of stress and deformation of main girders. Size of deformation at the middle point of the main crane girder is monitored and analyzed for the above-mentioned two cases. Using the values of maximum deformation, one also obtains maximum stress values in the supporting construction of the crane.