The diagrid structural system has a braced frame that simultaneously resists lateral and vertical loads, and is being applied to many atypical high-rise buildings for aesthetic effects. In this study, a 60-story structure with twisted degrees of 0° to 180° was selected to determine seismic response control performance of twisted high-rise structures whether the diagrid system was applied and according to the reduction of braced frame material quantity. For this purpose, ‘Nor’ model without the diagrid system and the ‘DS’ model with the diagrid system, which was modeled by reducing braced frame member section to 700~400, were modeled. As a result, the 'DS' model showed an seismic response control effect in all Twisted models even when the quantity was reduced, and especially, the Twisted shape model was found to have an superior response control effect compared to the regular structure. In addition, the ‘600DS’ analysis model, which matched the ‘Nor’ model by 99.0% in quantity, showed an increase in seismic response control performance as the rotation angle increased.

지진발생 시, 건물은 작게는 손상에서 크게는 붕괴까지 이어지므로 인명과 재산상의 피해가 생길 수 있다. 이러한 지진의 위험성에 대비하여 건물의 내진성능평가가 필요하다. 현재 내진성능평가 기법의 경우 개별 건물을 대상으로 하기에 많은 시간이 투자되어야 한다. 따라서, 지역규모의 건물들을 대상으로 하는 내진성능평가 기법의 개발이 필요한 실정이다. 본 연구는 RC 주거형 건물의 내진 성능을 평가하고 보강계획을 수립하기 위해 비선형 Shear Spring을 가진 단자유도모델을 구축하였다. 구조물의 비선형 응답을 모사 하기 위한 비선형 Shear Spring은 T-SR-μ를 매개변수로 정의된다. 해당모델에 100개의 PEER 지진을 적용하여, 최대층간변위비 응답 으로 건물의 내진성능을 평가하였다. 제안기법의 적용성을 확인하기 위하여 상세모델과 비교하였을 때, 두 모델 모두 건물의 내진성 능을 같은 수준으로 판단하였음을 확인하였다. 본 연구는 제안된 방식이 실제 건물의 내진성능을 예측할 수 있음을 보여주었다.

This study provides a micro-level analysis of the changes in Cheongnyong-dong, aiming to identify the interactions between function and form within the historical flow of urban architecture. Focusing on the characteristics of urban architecture in Cheongnyong-dong, this research particularly examines the transformations in layout and façade from the 1970s to the 1990s. By analyzing materials and windows of both the front and rear façades, as well as the differences between the first and upper floors, the study sheds light on the evolving patterns of urban architecture. From the 1970s to the 1990s, residential buildings accelerated changes in urban architecture by reinforcing unity in materials and creating more volumetric façades. In contrast, neighborhood facilities and mixed-use buildings displayed a clearer distinction between commercial and residential functions, with pronounced differences in material usage between the first and upper floors, as well as between the front and rear façades. This implies that while residential buildings change based on plots, commercial and mixed-use buildings transform according to their functions, resulting in varying speeds of physical change.

Many school buildings are vulnerable to earthquakes because they were built before mandatory seismic design was applied. This study uses machine learning to develop an algorithm that rapidly constructs an optimal reinforcement scheme with simple information for non-ductile reinforced concrete school buildings built according to standard design drawings in the 1980s. We utilize a decision tree (DT) model that can conservatively predict the failure type of reinforced concrete columns through machine learning that rapidly determines the failure type of reinforced concrete columns with simple information, and through this, a methodology is developed to construct an optimal reinforcement scheme for the confinement ratio (CR) for ductility enhancement and the stiffness ratio (SR) for stiffness enhancement. By examining the failure types of columns according to changes in confinement ratio and stiffness ratio, we propose a retrofit scheme for school buildings with masonry walls and present the maximum applicable stiffness ratio and the allowable range of stiffness ratio increase for the minimum and maximum values of confinement ratio. This retrofit scheme construction methodology allows for faster construction than existing analysis methods.

Due to seismically deficient details, existing reinforced concrete structures have low lateral resistance capacities. Since these building structures suffer an increase in axial loads to the main structural element due to the green retrofit (e.g., energy equipment/device, roof garden) for CO2 reduction and vertical extension, building capacities are reduced. This paper proposes a machine-learning-based methodology for allowable ranges of axial loading ratio to reinforced concrete columns using simple structural details. The methodology consists of a two-step procedure: (1) a machine-learning-based failure detection model and (2) column damage limits proposed by previous researchers. To demonstrate this proposed method, the existing building structure built in the 1990s was selected, and the allowable range for the target structure was computed for exterior and interior columns.

In modern society, buildings are becoming more complex, and the population is becoming more densely populated. Such large buildings require a variety of evacuation measures, as there is a high possibility of large-scale human casualties due to increased evacuation distance and evacuation time in the event of a fire. Strobe light and exit sign light are used as important evacuation equipment to provide early warning and evacuation directions. In this thesis, we conducted a fire simulation assuming that a fire occurrence point notification function and a strobe light function were added to equipment such as visual alarms and evacuation guidance, and compared and analyzed the difference in evacuation completion time with existing equipment. The scenarios for the simulation were divided into “general fire situations” and “fire location and evacuation exit guidance situation” and the differences in evacuation completion time in the event of a fire were compared and analyzed for each floor from the 1st floor to the 3rd floor. The maximum travel distance to complete evacuation in the case of a fire on the first floor decreased by 80.6 m and the evacuation completion time decreased by 329.4 seconds, and the maximum travel distance to complete evacuation in the case of a second-floor fire decreased by 28.5 m and the evacuation completion time by 438.8 seconds. During the fire on the third floor, the maximum distance decreased until evacuation was completed to 3.4 m, and the evacuation completion time was reduced by 355.6 seconds. It is expected that if the congestion level of evacuation routes is reduced by utilizing the congestion level of evacuation exits when fire alarm systems and evacuation equipment are activated, the evacuation completion time will be further shortened and evacuations will be carried out quickly and safely.

The purpose of this study is to present a plan for reducing noise between floors of apartment houses in Korea and to examine the method for evaluating noise blocking performance rating between floors. The definition of floor noise and classification method of floor noise can be described, and floor noise can be distinguished into lightweight impact sound and heavy impact sound. The wall-type structure, which is mainly adopted in domestic apartments, relatively transmits vibration caused by impact sources rather than using columns and beams, so noise problems between floors are relatively higher than systems using columns and beams. Three representative methods for reducing and blocking floor noise are described, and criteria for evaluating the effectiveness of floor noise reduction by each method are described. In addition, the method for noise reduction and blocking grades for each construction method currently applied in Korea was described, and as a result, it was judged that the domestic rating evaluation method was not suitable for the current domestic situation, and a new evaluation method and standard were needed.

High-rise buildings are equipped with TMD (Tuned Mass Damper), a vibration control device that ensure the stability and usability of the building. In this study, the seismic response control performance was evaluated by selecting the design variables of the TMD based on the installation location of the twisted irregular building. To this end, we selected analysis models of 60, 80, and 100 floors with a twist angle of 1 degree per floor, and performed time history analysis by applying historical seismic loads and resonant harmonic loads. The total mass ratio of TMDs was set to 1.0%, and the distributed installation locations of TMDs were selected through mode analysis. The analysis results showed that the top-floor displacement responses of all analysis models increased, but the maximum story drift ratio decreased. In order to secure the seismic response control performance by distributed installation of TMDs in twisted irregular buildings, it is judged that the mass ratio distribution of TMDs will act as a key variable.

본 연구는 자연공원 재계획에 따라 수행된 공원구역 해제가 사유지의 지가변동과 건축행위에 미치는 영향을 분석하 기 위해 수행하였다. 연구는 설악산국립공원과 남한산성도립공원, 천마산시립공원 내 사유지를 대상으로 수행하였고, 공원 재계획에 따라 공원 구역에서 해제된 지역과 존치된 지역 내 사유지의 재계획 전후 10년간 지가변동과 건축행위 변화 추세를 분석하였다. 연구 대상 자연공원 모두에서 공원구역 해제 후 사유지 지가가 상승하였다. 존치지역보다 해제지역의 지가변동률이 가장 높았던 공원은 천마산시립공원이었고, 설악산국립공원도 존치지역보다 해제지역의 지 가변동률이 높았다. 반면 남한산성도립공원은 존치지역과 해제지역의 지가변동률에 큰 차이가 없었는데, 이는 도립공 원은 국립공원만큼 토지이용규제가 심하지 않아 해제 이전에도 어느 정도 개발이 이루어졌던데다, 해제 이후에도 여전히 개발제한구역으로 지정되어 있어 해제에 따른 초과 개발 효과가 크지 않았기 때문이다. 공원구역 해제 전후 건축된 건축물의 규모를 비교해 보면, 대체로 공원 구역에서 해제된 지역의 건축 규모가 증대하는 경향을 보였다. 특히 신축 건축물의 높이가 가장 많이 증가하였고, 건폐율과 용적률 또한 증가하였다. 단, 국립공원을 제외한 도립공원 과 시립공원의 경우 건폐율과 용적률 증가가 크지 않았는데, 이는 도립공원과 시립공원은 해제 이전에도 어느 정도 개발이 이루어져 있었기 때문으로 판단된다. 위 결과를 종합하면, 우리나라 자연공원 제도는 공원 내, 특히 국립공원 내 사유지의 재산권을 심각하게 침해하고 있으며, 이로 인한 갈등은 자연공원 확대나 신규 공원시 큰 걸림돌이 되고 있다. 사유지의 매수예산 확보로 국유화 추진, 지역 활성화를 고려한 지역과 협력한 공원시설 설치와 이용 활성화 방안 등 다양한 측면에서의 정책 개발이 요구된다.

중국의 전통 문화 유산은 고대 중국의 뛰어난 건축 기술과 미적 감각 을 보여주는 좋은 수단이며, 유구한 전통과 고유한 풍습을 고스란히 반 영하고 있다. 푸젠성 흙보루(土堡)는 주로 복건성에 분포하는 중국의 전 통 가옥 중 하나이며, 지역의 문화적 특성이 뚜렷하게 나타나는 방어용 가옥이다. 본 연구의 목적은 푸젠성 흙보루를 연구의 대상으로 선정하여 푸젠성 흙보루에 나타나는 건축 문화의 특징을 분석하고, 이를 통해 흙 보루 문화의 전승 방법을 제안하는 데 있다. 이를 위해 현장 조사 및 문 헌 분석을 기반으로 푸젠성 흙보루의 역사적, 문화적 배경과 공간 배치 의 측면에서 푸젠성 흙보루의 발생 배경과 건축 문화에 대한 정리 작업 을 진행하였다. 연구결과， 푸젠성 흙보루의 건축 문화에는 역사적 발전 배경, 부지 선정 문화, 공간 배치 문화, 기능적 구성 등 여러 요소가 반 영되어 있는데, 이는 특수한 역사적 배경 및 고유의 환경적 요소가 복합 적으로 결합한 결과이다. 푸젠성 흙보루의 건축 문화는 중국 전통의 건 축 문화에 기반하며, 최종적으로 지역의 자연 및 사회 환경에 적응하며 형성되었다. 본 연구가 지역의 전통 문화 전승과 중국의 전통 주거 문화 유산의 발전에 긍정적인 역할을 할 수 있을거라 기대한다.

In-beop-dang (因法堂) is a building type that can confirm the complex space composition of the hermitage in the late Joseon Period, which is designed to accommodate various functions such as Buddhist priesthood, living spaces, and auditoriums. These facts have been confirmed mainly through plan analysis in many previous researches. However, such a plan composition has the potential to lead to more in-depth research when dealt with consideration of the Korean traditional wooden structure. In particular, the composition of upper structure in In-beop-dang with Toi-maru in front of the On-dol room can be considered from the perspective of structural response to wooden architecture in the Joseon period after the introduction of Toi-maru. Based on the achievements of these prior studies, this paper was conducted to examine the compositional characteristics, including the upper structure of the Wha-jang-am (華藏庵) In-beop-dang. In order to examine the universal aspects of structural type changes to cope with the complex spatial composition of the In-beop-dang, the cases of an in-mountain hermitage of Kim Nyong-sa(金龍寺) Temple, Geum-seon-dae (金仙臺), Yang-jin-am (養眞庵), and Dae-sung-am (大成庵).

This study sought to reveal the architectural characteristics of Quonset church built in the Archdiocese of Gwangju, and the conclusions are as follows. The Quonset structure, which was used as a military barracks during World War II and was designed to be easily assembled and disassembled quickly, was used in Damyang, Hwasun, and Gokseong churchs. They were all built in 1958, after the Korean War, and can be related to the historical background of the rapid increase in the number of Catholics. They are utility buildings that can accommodate many believers, that is, large quonsets measuring 40 feet (width) x 100 feet (length). The floor plan was largely divided into two spaces, with about 3/4 reserved for the nave and altar, and the remaining 1/4, or 24 to 30 feet, used as a sacristy or confessional. The cross-section is a semicircle with a radius of 20 feet, framed by 6-inch ribs, and its unique structure, in which bricks are stacked on the outside to form the exterior, makes it different from a typical brick church. Unlike other stone churches built around the same time, Quonset church was not expanded. This may be due to the difficulty in supplying special materials such as the ribs that make up the frame, as well as the absence of relevant experts.

Piloti-type structures with vertical irregularity are vulnerable to earthquakes due to the soft structure of the first story. Structural characteristics of buildings can significantly affect the seismic loss function, calculated based on seismic fragility, and therefore need to be considered. This study investigated the effects of the number of stories and core locations on the seismic loss function of piloti-type buildings in Korea. Twelve analytical models were developed considering two variations: three stories (4-story, 5-story, and 6-story) and four core locations (center core, x-eccentric core, y-eccentric core, and xy-eccentric core). The interstory drift ratio and peak floor acceleration were assessed through incremental dynamic analysis using 44 earthquake records, and seismic fragility was derived. Seismic loss functions were calculated and compared using the derived seismic fragility and repair cost ratio of each component. The results indicate that the seismic loss function increases with more stories and when the core is eccentrically located in the piloti-type structure model. Therefore, the uncertainty due to the number of stories and core location should be considered when deriving the seismic loss function of piloti-type structures.

4차 산업혁명 시대에 건설산업은 전통적인 업무 방식에서 디지털 프로세스로 전환하고 있다. 특히, 건설산업의 특성으로 인해 업무 절차의 변경에는 어려움이 따르며, 점진적인 디지털 전환 및 시행착오가 발생하고 있다. 건설현장의 안전관리 분야도 역시 이 흐름을 따라 모든 데이터의 디지털화와 자동화를 목표로 연구 및 시도가 활발히 진행되고 있다. 그러나 최근의 통계에 따르면, 건설업 안전사 고는 계속해서 발생하고 있으며, 안전사고 사망자 수도 줄지 않고 있다. 본 연구는 이러한 문제를 해결하기 위해 건설공사 안전관리 종 합정보망의 빅데이터를 대규모 언어모델 인공지능을 통해 분석하였다. 분석된 결과는 실시간으로 업데이트가 가능한 상세설계모델 로부터 위치정보와 공간적 특성을 반영하여 안전관리가 필요한 현장모델링에 정보를 맵핑하였다. 해당 연구를 통해 건설현장 안전관 리 데이터의 디지털화를 통한 시설물 및 근로자의 안전을 강화하고, 건설사고 예방 및 효과적인 교육 지시를 위한 빅데이터 기반 안전 관리 플랫폼 개발을 목표로 한다.

In contemporary architectural discourse, the concept of space is ubiquitous, yet its historical genesis and theoretical underpinnings in Gottfried Semper's seminal theoretical work remain under explored. This study investigates the reception and integration of Semper’s architectural theory into modern discourse, tracing its trajectory from August Schmarsow, to Nikolaus Pevsner, to Sigfried Giedion. While Semper’s “cladding theory” had initially been understood in terms of both its relation to physical properties and structural and functional values, leading to an expansion of cladding as a new genre of art, i.e. arts and crafts, Semper’s “architectural theory” instead explained cladding theory in terms of space. In disseminating Semper’s theoretical work, Schmarsow was especially important as he himself played an increasingly prominent role in expanding the boundaries of modernist architectural theory and practice from the beginning of the 20th century on.

This research interprets the unique hybridity of the pavilion architecture in the Joseon Dynasty, in which the name and form do not match and the rooms and floors are combined in various ways, through the confucian architectural prototype Muijeongsa(武夷精舍) built by Zhu Xi(朱熹). The architectural representation of Muijeongsa, developed against the background of the mid-Joseon period of active pavilion management by Sarim(士林) groups, the spread of ondols due to the Little Ice Age, and an architectural culture following the footsteps of the Zhu Xi is likely to have influenced the perception and practice of pavilion architecture. In this research, by examining and analyzing the contents of the Muijeongsa Japyeongbyeongseo(武夷精舍雜詠幷序) containing the architectural composition of Muijeongsa, it was confirmed that different types of spaces such as Dang(堂), Jeong(亭), Jae(齋), and Gwan(館) are integrated into Muijeongsa. Based on this, the main examples of the architecture of Jeongsa in the mid-Joseon Dynasty were reinterpreted into four types from the perspective of the combination of Dang and Jeong, and the junction of Jeong and Jeongsa. Dang and Jeong were either juxtaposed as separate buildings or implemented with a relationship of inclusion within one building. And the concept of Jeong, which was considered secondary to Dang, was used as a category that was replaced with the Jeongsa itself. Lastly, the name ‘Jeongsa’ was used, but the location had a strong character of ‘Jeong’, and the architectural form adhered to the form of ‘Dang’, thereby exquisitely reconstructing the composition of Muijeongsa as a single building.

In this study, we investigated the dynamic characteristics of three irregular building models to analyze the effectiveness of displacement response control with Tuned Mass Damper (TMD) installation in twisted irregular buildings. The three irregular models were developed with a fixed angle of twist per story at one degree, subjected to three historical seismic loads and resonant harmonic loads. By designing TMDs with linear and dashpot attributes, we varied the total mass ratio of the installed TMDs from 0.00625% to 1.0%, encompassing a total of 10 values. Two TMDs were installed at the center of the top story of the analysis model in both X and Y directions to evaluate displacement response control performance based on TMD installation. Our findings suggest that the top displacement response control performance was most effective when a 1.0% TMD was installed at the top layer of the analysis model.