본 연구에서는 강합성라멘교의 벽체 배면 철근 커플러 적용 여부에 따른 두 실험체를 제작하여 하 중가력 실험을 수행하였다. 그 결과 공법에 적용된 주요 기술에 대한 구조적 안전성 및 적정성을 확인 하였으며, 실험체는 설계 내하력 대비 충분한 안전성을 확보하고 있음이 확인되었다. 또한, 경간장 17.3m, 교폭 3.0m, 높이 3.25m의 실험체에 대한 정적성능실험 및 동특성 측정 실험을 수행하였으며, 그 결과 설계 내하력 대비 충분한 안전성을 확보하고 있는 것으로 나타났다.

Pepper cultivation requires a great amount of manual labor, especially for varieties needing support stakes to prevent them bending or breaking in heavy winds or rain. In Korea, it is recommended to secure support stakes and string lines carefully, so as to minimize the risk of damage caused by typhoons. The harvesting of peppers is a labor-intensive process with low rates of mechanization.The removal of stakes is particularly time-consuming during mechanical harvesting, and lodging is a major issue during cultivation and mechanical harvesting. Given increased mechanization during pepper harvesting, it is important to consider these issues when undertaking variety development and cultivation method improvements. Further research and development are required to improve cultivation practices and develop pepper varieties that are more resistant to lodging. Therefore, this study aimed to investigate the impact of different cultivation methods on pepper lodging, thus broadening our knowledge on the desirable architecture of pepper plants required for lodging tolerance.

The term ‘lodging’ in agriculture is usually used when the crops fall from their upright position before harvesting. Various factors may be responsible, including inherent weaknesses in the stem, resulting from low lignin content or small root systems.Weather, such as strong winds or rains, will also likely increase lodging. Insect or disease damage can also weaken the plants, and cultural practices, such as fertilization, irrigation, and cultivation techniques, may increase the risk. Most of the research studies on lodging have been undertaken on cereal crops, but this is also an issue with many vegetable crops, and especially those that require mechanized harvesting. In this review, the issue of lodging in solanaceous vegetable crops is discussed, with an emphasis on the key risk factors and potential areas for future research that can identify damage mitigation strategies.

In light of recent social concerns related to issues such as water supply pipe deterioration leading to problems like leaks and degraded water quality, the significance of maintenance efforts to enhance water source quality and ensure a stable water supply has grown substantially. In this study, scan statistic was applied to analyze water quality complaints and water leakage accidents from 2015 to 2021 to present a reasonable method to identify areas requiring improvement in water management. SaTScan, a spatio-temporal statistical analysis program, and ArcGIS were used for spatial information analysis, and clusters with high relative risk (RR) were determined using the maximum log-likelihood ratio, relative risk, and Monte Carlo hypothesis test for I city, the target area. Specifically, in the case of water quality complaints, the analysis results were compared by distinguishing cases occurring before and after the onset of "red water." The period between 2015 and 2019 revealed that preceding the occurrence of red water, the leak cluster at location L2 posed a significantly higher risk (RR: 2.45) than other regions. As for water quality complaints, cluster C2 exhibited a notably elevated RR (RR: 2.21) and appeared concentrated in areas D and S, respectively. On the other hand, post-red water incidents of water quality complaints were predominantly concentrated in area S. The analysis found that the locations of complaint clusters were similar to those of red water incidents. Of these, cluster C7 exhibited a substantial RR of 4.58, signifying more than a twofold increase compared to pre-incident levels. A kernel density map analysis was performed using GIS to identify priority areas for waterworks management based on the central location of clusters and complaint cluster RR data.

Recently, Free-Form and Irregular Shape high-rise buildings are constructed by IT technology development. Tilted shaped high-rise building which is one of Irregular shape high-rise buildings can cause lateral displacement by gravity load and lateral load due to tilted elevation shape. Therefore, it is necessary to review the behavior and structural aspects of the Tilted shape high-rise building by gravity load. In this paper, the dynamic characteristics of a tilted structure with a dual-core were analyzed with the core location as a design variable, and response behavior, vulnerable members, and vulnerable layers to earthquake loads were analyzed. As a result of the analysis, as the location of the core moved in an tilted direction, the eccentric distance and eccentric load decreased, reducing the axial force of the vertical members. However, the location of the core had little effect on the response.

In this study, we evaluated the effects of acid leaching on the properties of Cr powder synthesized using self-propagating high-temperature synthesis (SHS). Cr powder was synthesized from a mixture of Cr2O3 and magnesium (Mg) powders using the SHS Process, and the byproducts after the reaction were removed using acid leaching. The properties of the recovered Cr powder were analyzed via X-ray diffraction (XRD), scanning electron microscopy (SEM), energy-dispersive X-ray spectroscopy (EDS), particle size analysis (PSA), and oxygen content analysis. The results show that perfect selective leaching of Cr is challenging because of various factors such as incomplete reaction, reaction kinetics, the presence of impurities, and incompatibility between the acid and metal mixture. Therefore, this study provides essential information on the properties under acidic conditions during the production of high-quality Cr powder using a self-propagating high-temperature synthesis method.

When the center of stiffness and the center of mass of the structure differ under the seismic load, torsion is caused by eccentricity. In this study, an analysis model was modeled in which the positions of the core and the plane rotation axis of a 60-story torsional atypical structure with a plane rotation angle of 1 degree per floor were different. The structural behavior of the analysis model was analyzed, and the earthquake response behavior of the structure was analyzed based on the time history analysis results. As a result, as the eccentricity of the structure increased, the eccentricity response was amplified in the high-rise part, and the bending and torsional behavior responses were complex in the low-order vibration mode. As a result of the analysis, the maximum displacement and story drift ratio increased due to the torsional behavior. The maximum story shear force and the story absolute maximum acceleration showed similarities for each analysis model according to the shape of the vibration mode of the analysis model.

본 연구는 초등학생의 골연령에 따라 군집화 시켜 각 군집 그룹의 체격, 체력 및 골성숙도를 분석하고 자료 분석을 통해 초등학생들의 균형적인 발달을 위한 기초자료를 제공하는 데 있다. 연구대상은 8세∼13세에 해당하는 2243명을 대상으로 하였으며 골성숙도 산출을 위해 X-ray필름을 촬영한 후 TW3 방법 점수 환산표에 적용시켜 골성숙도를 산출했다. 신장계(Hanebio, Korea, 2021)와 Inbody 270 (Biospace, Korea, 2019)를 사용하여 총 2개의 체격 요소를 측정하였으며, 체력은 근력(악력), 평형성(외발 서기), 민첩성(플랫테핑), 순발력(제자리멀리뛰기), 유연성(좌전굴), 근지구력(윗몸일으키기), 심폐지구력(셔 틀런)으로 총 7개 체력 요소의 종목을 측정하였다. 자료처리 방법은 SPSS PC/Program(Version 26.0)과 Britics Studio Tool을 이용하여 K-Means 클러스터링 기법, 교차분석, 일원변량분석(One-Way ANOVA) 을 실시하였으며, p< .05 수준에서 유의한 것으로 간주하였다. 본 연구의 결과는 다음과 같다. 첫째, 미숙, 보통, 조숙의 3가지 골성숙도를 사용하여 군집화한 결과, 군집 1(미숙)은 근력, 평형성, 민첩성에서 높게 나 타났다. 군집 2(보통)는 유연성에서 낮게 나타났으며, 군집 3(조숙)은 근력에서 높게 나타났다. 둘째, 초등 학생의 개인특성별 군집화에 따른 체격 차이를 분석한 결과, 신장, 체중, 체지방률 모두 군집 3(조숙)이 높 게 나타났다. 셋째, 초등학생의 개인특성별 군집화에 따른 체력 차이를 분석한 결과, 악력검사(좌, 우)는 군 집 3(조숙)이 높게 나타났고 외발서기의 경우 군집 1(미숙)이 높게 나타났으며, 제자리멀리뛰기의 경우 군 집 3(조숙)이 높게 나타났다.

본 연구는 유소년의 골연령에 따른 체력을 평가하는 데 있으며, 골연령에 따른 체력 표준지표 를 통해 유소년들의 균형적인 발달을 위한 기초자료를 제공하는 데 있다. 연구 대상은 골연령 11세∼13세 및 역연령 11세∼13세에 해당하는 730명을 대상으로 하였으며 골연령 산출을 위해 X-ray 필름을 촬영한 후 TW3 방법으로 평가하였다. 체격은 신장, 체중을 신장계(Hanebio, Korea, 2021), Inbody 270(Biospace, Korea, 2019)를 사용하여 총 2개의 체격 요소를 측정하였으며, 체력은 근력(악력), 평형성 (외발서기), 민첩성(플랫테핑), 순발력(제자리멀리뛰기), 유연성(좌전굴), 근지구력(윗몸일으키기), 심폐지구 력(셔틀런)으로 총 7개 체력 요소의 종목을 측정하였다. 자료처리 방법은 SPSS PC/Program(Version 26.0) 을 이용하여 기술통계, 독립표본 t-test 검정을 실시하였으며, p< .05수준에서 유의한 것으로 간주하였다. 본 연구의 결과는 다음과 같다. 첫째, 11세∼13세 골연령과 역연령을 비교한 결과, 체력에서 남자는 근력, 순발력, 근지구력, 심폐지구력에서 유의한 차이가 나타났다. 여자는 근력, 평형성, 민첩성, 순발력, 유연성, 근지구력, 심폐지구력에서 유의한 차이가 나타났다. 둘째, 골연령에 따른 유소년의 성별과 연령(11∼13세) 별로 체력평가의 기초 자료인 골연령 체력 표준지표를 개발하였다.

아산화질소(N2O, Nitrous Oxide)는 6대 온실가스 중 하나로 대기 중에서 적외선을 흡수하여 온실효과를 유발하는 것으로 알려져 있다. 특히 지구온난화지수(GWP)는 CO2에 비해 310배 높아 국내뿐만 아니라 전 세계적으로 이슈화되고 있으며, 그에 따른 강력한 환경 규 제 강화법들이 발의되고 있다. N2O 저감 기술에는 물리적인 방식에 따라 농축회수, 촉매분해, 그리고 열분해로 구분할 수 있는데, 본 연구 에서는 그 중 가장 효과적인 열분해 처리방식에 대해 논의하고자 일반적인 연소 조건 내 고온 열분해 방식을 이용하여 비용 저감과 함께 질소산화물을 저감시키는 온도 조건 및 반응 시간에 대한 정보를 제공하고자 한다. 열분해 조건으로 선정된 고온 영역은 1073 K부터 1373 K 까지 100 K 간격을 두고 계산을 수행하였다. 1073 K과 1173 K의 온도조건에 경우, N2O 저감율과 일산화질소 농도가 체류시간에 따라 비례관 계를 이루는 것이 관측되었으며, 1273 K에 경우, 체류시간이 증가함에 따라 발생되는 역반응으로 인해 N2O 저감율이 감소되는 것이 관측되 었다. 특히 1373 K에 경우, 모든 체류시간에 대해 정반응과 역반응이 화학 평형상태에 도달하여 N2O 저감에 대한 반응진행율이 오히려 감 소하는 것으로 확인되었다.

In this paper, a twisted shape structure with an elevation form favorable to the resistance of vibration caused by wind loads is selected from among the forms of high-rise buildings. The analytical model is a square, triangular, and hexagonal plane with a plane rotation angle of one degree from 0 to 3 degrees per each story. As a result of the analysis, as the twist angle increased, story drift ratio is increased. Responses with different eccentricity rates were shown by analytical models. Therefore planar shapes designed symmetrically to the horizontal axis of X and Y are considered advantageous for eccentricity and torsion deformation. In the case of the bending moment of the column, the response was amplified in the column supporting the base floor, the roof floor, the floor in which the cross-section of the vertical member changes, and the floor having the same number of nodes as the base floor. Finally, the axial force response of the column is determined to be absolutely affected by the gravity load compared to the lateral load.

본 연구는 청소년들의 체격과 체력을 평가하는 데 있어 골연령이 더욱 효과적일 것이라는 점을 가정으로 진행하였으며, 본 연구의 목적은 청소년기의 학생들을 대상으로 골연령과 역연령을 통해 체격과 체력의 차이를 규명하여 청소년들의 체격, 체력의 균형적 발달과 학생들의 건강증진에 기여하는 데 있다. 연구 대상은 6세부터 16세까지의 총 1100명의 모집단 중 PAPS(학생건강체력평가)와 TW3 방법 연령 기준에 따라 총 874명(남자 483명, 여자 391명)의 11세∼16세 청소년을 대상으로 하였으며, 생물학적 성숙지표를 나타내는 골격성숙도는 X-ray 촬영 후 TW3(Tanner-Whitehouse 3) 방법을 이용하여 평가하였고 역연령은 출생년월을 사용하였다. 체격은 신장계, InBody270(Biospace, Korea)을 이용하여 2개 항목을 측정 하였고 체력측정은 총 7개 항목으로 근력, 평형성, 민첩성, 순발력, 유연성, 근지구력, 심폐지구력을 측정하였다. 자료처리 방법으로는 SPSS 25.0을 사용하여 독립표본 t-test를 실시하였고, p< .05 수준에서 유의한 것으로 간주하였다. 본 연구의 결과는 다음과 같다. 첫째, 골연령과 역연령을 이용한 체격의 비교에서 11 세, 12세 남자는 키와 체중에서 유의한 차이가 나타났으며, 13세 남자는 체중에서 유의한 차이가 나타났다. 11세 여자는 체중과 신장, 12세 여자는 신장에서 유의한 차이가 나타났다. 둘째, 골연령과 역연령을 이용 한 체력의 비교에서 11세 남자는 근력, 순발력, 유연성, 심폐지구력에서 유의한 차이가 나타났고 12세 남자는 근력, 순발력, 심폐지구력, 13세 남자는 유연성에서 유의한 차이가 나타났다. 11세 여자는 근력, 순발력, 유연성, 근지구력, 심폐지구력, 14세 여자는 유연성에서 유의한 차이가 나타났다. 이러한 결과로 본 연구에서는 급격한 골 성장이 이루어지는 시기에는 골연령을 기준으로 체격과 체력을 평가하는 것이 역연령 기준으로의 평가보다 정확하다는 결과를 도출하였다.

In this paper, the dynamic response was analyzed by performing linear dynamic analysis using historic earthquake loads on twisted-shaped structures and fixed structure among free-form high-rise structures with atypical elevation shape following prior studies. In addition, the dynamic characteristics of the analysis models according to the plane rotation angle of the twisted structure were compared and analyzed. As a result of the analysis, as the plane rotation angle of the twisted structure increased, the interlayer deformation rate increased in the high-rise part of 50th floors or more. The story shear force and the story absolute acceleration were similar in the entire structure. In the case of the story shear force, the response of the twisted shape model was rather reduced in the middle part. As a result of analyzing the dynamic response, the vulnerable layer where the response amplification of the twisted structure occurs was found to be 31st story.

As people's living standards and cultural standards have developed, interest in culture and art has increased, and the demand for large space structures where people can enjoy art, music, and sports has increased. As it accommodates a large number of personnel, it is most important to ensure safety of large spatial structures, and can be used as a space where people can evacuate in case of a disaster. Large spatial structures should be prepared for earthquake loads rather than wind loads. In addition to damage to the structure due to earthquakes, there are cases in which it was not utilized as a space for evacuation due to the fall of objects installed on top of the structure. Therefore, in this study, the dome-shaped large spatial structure is generalized and the displacement response according to the number of installations, position and mass is analyzed using a tuned mass damper(TMD) that is representative vibration control device.

The resilience performance evaluation method of a structure can evaluate the ability to recover after an earthquake disaster, and this study deals with the consideration and introduction of the resilience performance evaluation method. The resilience evaluation method can be expressed as a quantified number by constructing a loss estimation model and a recovery evaluation model. The recovery evaluation model should consider downtime in addition to the repair time, and the loss estimation model should consider not only direct loss to structures and non-structures, but also indirect loss due to functional loss of the building. In addition, to build a loss estimation model, the structure should be simplified to perform an efficient analysis. Therefore, in this study, the equivalent terminal induction system proposed cantilever-type and rahmen-type SDOF, and it is evaluated somewhat conservatively compared to the example structure, and it is judged that there is a need to improve the hysteresis characteristics by applying the stiffness reduction factor of the SDOF model.

In this study, structural characteristics were analyzed by combining gravity load and lateral loads such as seismic loads through static analysis of example structures, and the static characteristics of the twisted structure according to the plane rotation angle were also analyzed. Example structures were selected as regular structure, and twisted structures; 1.0, 2.0, and 3.0 degree angle of rotation per story, and static analysis was performed by the load combination case 1 and case 2. As a result the story drift ratio of the twisted-shaped structure also increased as the plane rotation angle per story increased. The eccentricity according to the load combination was the highest in the lower stories of all analysis models, and the eccentricity was found to be larger as the rotation angle decreased. The twisted-shaped structure was more responsible for the bending moment of the column than the regular structure, and the vertical member axial force of all analysis models was almost similar.

In this study, a tuned mass damper(TMD) was installed to control the displacement response to earthquakes by generalizing to six analysis models according to the shape of the upper structure based on the case of various large spatial structures around the world. The six analysis models are ribbed type, latticed type, elliptical type, gable type, barrel type, and stadium type composed of 3D arch trusses. In this paper, ribbed type, latticed type and elliptical type were analyzed. The mass of each TMD was set to 1% of the total structural mass. Result of analyzing the optimal number and position of the analysis model, the displacement response control was the most excellent in the model with 6 and 8 TMDs, and the displacement response decreased in most cases. The displacement response control was better with installing the TMD at the edge point than focusing the TMD at the center of the analysis model. However, when 10 or more TMDs are installed or concentrated in the center, large loads intensively act on the structure, resulting in increased displacement. Therefore, although it is slightly different depending on the shape, it is judged that the displacement response control is the best to install 6 and 8 TMDs at the close to the edge point.

In this study, a tuned mass damper(TMD) was installed to control the displacement response to earthquakes by generalizing to six analysis models according to the shape of the upper structure based on the case of various large spatial structures around the world. The six analysis models are ribbed type, latticed type, elliptical type, gable type, barrel type, and stadium type composed of 3D arch trusses. In this paper, ribbed type, latticed type and elliptical type were analyzed. The mass of each TMD was set to 1% of the total structural mass. Result of analyzing the optimal number and position of the analysis model, the displacement response control was the most excellent in the model with 6 and 8 TMDs, and the displacement response decreased in most cases. The displacement response control was better with installing the TMD at the edge point than focusing the TMD at the center of the analysis model. However, when 10 or more TMDs are installed or concentrated in the center, large loads intensively act on the structure, resulting in increased displacement. Therefore, although it is slightly different depending on the shape, it is judged that the displacement response control is the best to install 6 and 8 TMDs at the close to the edge point.