간행물
한국공간구조학회지 KCI 등재 JOURNAL OF THE KOREAN ASSOCIATION FOR AND SPATIAL STRUCTURES
- 발행기관 한국공간구조학회
- 자료유형 학술지
- 간기 계간
- ISSN 1598-4095 (Print)2287-7401 (Online)
- 수록기간 2001 ~ 2025
- 주제분류 공학 > 건축공학 공학 분류의 다른 간행물
- 십진분류KDC 540DDC 690
권호리스트/논문검색
제25권 제2호 통권100호 (2025년 6월) 9건
1.
2025.06
구독 인증기관 무료, 개인회원 유료
4,000원
2.
2025.06
구독 인증기관 무료, 개인회원 유료
This paper examines recent trends in stadium design and construction through a comprehensive case study and literature review. It highlights the innovative use of advanced building materials, such as high-performance composites and sustainable concrete mixes, which enhance structural integrity while reducing environmental impact. The integration of smart technologies—including IoT technologies, building information modeling (BIM), and digital twin—is explored for its role in improving operational efficiency, safety, and maintenance processes. Additionally, the study reviews the development of cutting-edge engineering techniques like seismic design, advanced AI-based structural analysis, which streamline construction processes and optimize resource usage. Emphasizing sustainability, the paper also discusses strategies for energy-efficient designs and renewable energy integration. Overall, the findings demonstrate how interdisciplinary approaches combining material science, smart technology, and sustainable engineering are shaping the future of stadium construction.
4,000원
3.
2025.06
구독 인증기관 무료, 개인회원 유료
The 3T irregular shape structure is used for designing wind loads in high-rise buildings. Among them, the Tapered shape is a shape with a cross-section that changes throughout the entire floor. Recently, various advanced Tapered shapes have been applied, such as having a cross-section that varies only in part of the height or combining different shapes. In this study, an analysis model was selected by applying three types of Tapered part locations(Bottom, Middle, Top) and angles as design variables. Equivalent static seismic loads and historical earthquake records were applied to compare and analyze the seismic response of the Tapered models with regular-shaped models. As a result of the analysis, positioning the partial taper in the middle shows the lowest seismic response. Additionally, a larger taper angle decreased the story drift ratio, top-story displacement, shear wall shear force, and column bending moment, while increasing absolute acceleration and column axial force.
4,000원
4.
2025.06
구독 인증기관 무료, 개인회원 유료
Tuned Mass Dampers (TMDs) are widely used to mitigate structural vibrations in buildings and bridges. However, conventional optimization methods often struggle to achieve optimal performance due to the complexity of structural dynamics. This study proposes the NN-L-BFGS-B algorithm, which combines Artificial Neural Networks (ANNs) for global exploration and L-BFGS-B for local exploitation to efficiently optimize TMD parameters. A ten-story shear-building model with a TMD is used for validation. The proposed method achieves the lowest H₂ norm compared to previous studies, demonstrating improved optimization performance. Additionally, NN-L-BFGS-B effectively balances computational efficiency and accuracy, making it adaptable to various engineering optimization problems.
4,000원
5.
2025.06
구독 인증기관 무료, 개인회원 유료
Reinforcement learning (RL) is successfully applied to various engineering fields. RL is generally used for structural control cases to develop the control algorithms. On the other hand, a machine learning (ML) is adopted in various research to make automated structural design model for reinforced concrete (RC) beam members. In this case, ML models are developed to produce results that are as similar to those of training data as possible. The ML model developed in this way is difficult to produce better results than the training data. However, in reinforcement learning, an agent learns to make decisions by interacting with an environment. Therefore, the RL agent can find better design solution than the training data. In the structural design process (environment), the action of RL agent represent design variables of RC beam. Because the number of design variables of RC beam section is many, multi-agent DQN (Deep Q-Network) was used in this study to effectively find the optimal design solution. Among various versions of DQN, Double Q-Learning (DDQN) that not only improves accuracy in estimating the action-values but also improves the policy learned was used in this study. American Concrete Institute (318) was selected as the design codes for optimal structural design of RC beam and it was used to train the RL model without any hand-labeled dataset. Six agents of DDQN provides actions for beam with, beam depth, bottom rebar size, number of bottom rebar, top rebar size, and shear stirrup size, respectively. Six agents of DDQN were trained for 5,000 episodes and the performance of the multi-agent of DDQN was evaluated with 100 test design cases that is not used for training. Based on this study, it can be seen that the multi-agent RL algorithm can provide successfully structural design results of doubly reinforced beam.
4,000원
6.
2025.06
구독 인증기관 무료, 개인회원 유료
The purpose of this study is to evaluate by experiments and 3-D finite element predictions of strain-hardening cementitious composite(SHCC) structural walls. The specimen of concrete wall used shear reinforcements to satisfy with design shear strength, while the specimen of a SHCC wall used minimum shear reinforcement. The finite element prediction is based on the total strain crack model, and appropriate tensile models were applied according to the material characteristics of concrete and SHCC. The accuracy of the finite element prediction was verified by comparison with experimental results, and the SHCC wall showed superior structural performances in overall load-carrying capacity as well as in reductions of damages caused by crack localizations, even with minimum use of shear reinforcements.
4,000원
7.
2025.06
구독 인증기관 무료, 개인회원 유료
Recently, steel dampers are widely used as seismic reinforcement devices. Steel dampers have the advantage of being easy to manufacture and being able to absorb a lot of energy through stable hysteresis behavior. However, there is a possibility that the steel damper may be damaged due to fatigue caused by repeated seismic loads. In this study, the seismic performance of steel slit dampers and engineering plastic slit dampers with different physical characteristics were compared and analyzed. It can be seen that the yield load of the steel slit damper, which has relatively high rigidity, is much larger than that of the engineering plastic slit damper. Therefore, the engineering plastic damper is more effective when applied to a structure that experiences a large displacement rather than a structure that experiences a large load.
4,000원
8.
2025.06
구독 인증기관 무료, 개인회원 유료
Currently, the demand for high-rise buildings is increasing worldwide, and this trend is also appearing in Korea. Buildings have different planar and elevation shapes, and as a result, buildings with different shapes are constructed. In this study, 122 buildings over 150m, which are scheduled to be completed and completed in Korea, were selected as the subjects of the study to analyze the correlation between the planar shape and the elevation shape of domestic buildings and to understand the current status. As a result of the analysis, in the case of current high-rise buildings in Korea, the application of Overlapping elements and Prismatic elements was high in the elevation shape, and there were many rectangular and polygonal planes in the plane shape. It is judged that the shape distribution of high-rise buildings in Korea can be grasped by analyzing the correlation between these two shape factors.
4,000원
9.
2025.06
구독 인증기관 무료, 개인회원 유료
In this paper, the uniaxial tensile mechanical characteristics after synchronous biaxial pre-tension analysis are investigated on a ETFE film crown model. After the biaxial pre-stretching is completed, the rectangular specimens are cut along the MD and TD directions of the biaxially pre-stretched ETFE film to conduct the uniaxial stretching test. The uniaxial tensile mechanical properties of the ETFE film after biaxial pre-stretching are investigated, the specific uniaxial tensile mechanical property parameters of the biaxially pre-stretched film are determined, and the influence of biaxial pre-stretching on the uniaxial tensile mechanical properties of the ETFE film is analyzed.
4,500원
