基于深度强化学习和结构预测的Pinus yunnanensis二级森林中树结构的动态优化
Jian Zhao1, Jianming Wang1, Jiting Yin2
1School of Mathematics and Computer Science, Dali University, Dali, China.
Frontiers in plant science
|October 31, 2025
概括
多代理深度强化学习,结合结构预测,优化森林树结构比传统方法更有效. 这种方法提高了生态系统的稳定性,并支持Pinus yunnanensis的可持续森林管理.
科学领域:
- 林业科学 林业科学
- 生态生态学 生态生态学
- 人工智能的人工智能
背景情况:
- 森林群结构对于生态系统的功能,稳定性和可持续管理至关重要.
- 现有的优化方法往往忽视了站式开发动态,并存在计算限制.
研究的目的:
- 探索多代理深度强化学习 (MADRL) 进行动态森林树木结构优化.
- 解决传统方法在计算效率和概括方面的局限性.
主要方法:
- 开发了Pinus yunnanensis二级森林的空间和非空间结构索引的客观功能和约束.
- 采用选择性收获和再种植作为优化策略.
- 用MADRL进行集成结构预测以实现动态优化,并将其与多代理强化学习 (MARL) 进行比较.
主要成果:
- 在所有实验场地中,MADRL的表现明显优于MARL.
- 使用MADRL优化的目标函数值明显高于使用MARL实现的目标函数值.
- 通过结构预测进行动态优化,使地块达到理想条件,改善平衡性和长期稳定性.
结论:
- 具有结构预测的MADRL提供了一种用于优化森林树结构的新有效方法.
- 这种方法为Pinus yunnanensis森林的可持续管理提供了理论支持和实际指导.
相关概念视频
Internal Loadings in Structural Members: Problem Solving
1.7K
When designing or analyzing a structural member, it is important to consider the internal loadings developed within the member. These internal loadings include normal force, shear force, and bending moment. Engineers can ensure that the structural member can support the applied external forces by calculating these internal loadings.
To illustrate this, let's consider a beam OC of 5 kN, inclined at an angle of 53.13° with the horizontal and supported at both ends. Determine the internal...
To illustrate this, let's consider a beam OC of 5 kN, inclined at an angle of 53.13° with the horizontal and supported at both ends. Determine the internal...
1.7K
Survival Tree
379
Survival trees are a non-parametric method used in survival analysis to model the relationship between a set of covariates and the time until an event of interest occurs, often referred to as the "time-to-event" or "survival time." This method is particularly useful when dealing with censored data, where the event has not occurred for some individuals by the end of the study period, or when the exact time of the event is unknown.
Building a Survival Tree
Constructing a...
Building a Survival Tree
Constructing a...
379
Structural Classification of Joints
6.9K
Joints, also known as articulations, are classified based on their structural characteristics, i.e., based on whether the articulating surfaces of the adjacent bones are directly connected by fibrous connective tissue or cartilage, or whether the articulating surfaces contact each other within a fluid-filled joint cavity. These differences serve to divide the joints of the body into three structural classifications.
A fibrous joint is where the adjacent bones are united by fibrous connective...
A fibrous joint is where the adjacent bones are united by fibrous connective...
6.9K
Structural Properties and Dimensions of Lumber
371
Wood's structural properties derive from fibers aligned along the tree's length, contributing significantly to its mechanical strength. Wood exhibits up to twenty times greater tensile strength along these fibers compared to across them, and generally shows better performance under compression than tension. The length of fibers varies, with hardwoods having fibers around one twenty-fifth inch long and softwoods ranging from one-eighth to one-third inch.
The strength characteristics of...
The strength characteristics of...
371
Stability of structures
447
In mechanical engineering, the stability of systems under various forces is critical for designing durable and efficient structures. One fundamental way to explore these concepts is by analyzing systems like two rods connected at a pivot point, O, with a torsional spring of spring constant k at the pivot point. This system is similar in appearance to a scissor jack used to change tires on a car. In this case, the arms of the linkage (equivalent to the rods in this system) are entirely vertical,...
447
Design Example: Distributing Reinforcements in Concrete Sections
250
The topic explores the practical aspects of adjusting steel reinforcements within a concrete beam section to meet specific design requirements. When designing a reinforced concrete beam, it is essential to distribute the steel reinforcements properly to ensure structural integrity and efficiency. The example provided details a scenario where a beam requires a total steel cross-section of 4 square inches. The engineer identifies that the available steel bars have a nominal diameter of 1.693...
250

