Steel brace is a popular option among seismic rehabilitation methods for school buildings, but it has a weakness in that the section area must be large enough to prevent buckling, so stiffness and strength are highly increased locally, and foundation reinforcing is required. On the contrary, BRB has strength that the steel core may be negligible since buckling is restrained, so the increase of stiffness and strength is insignificant, and foundation reinforcing may not be required. This study compared the effectiveness of both reinforcing methods for the seismic performance of school buildings by conducting both pushover and nonlinear dynamic analyses. Steel brace and BRB reinforcing may not be satisfied by nonlinear dynamic analysis, even by pushover analysis. This result is due to the school buildings' low lateral resistance and high column shear strength ratio. Suppose BRB can be regarded as a general rehabilitation method. In that case, BRB reinforcing is a favorable and economical option for school buildings with low column shear strength ratio since it can better satisfy performance objectives than steel brace by pushover analysis with a small steel core and no foundation reinforcing.

The precast concrete (PC) method allows for simple assembly and disassembly of structures; however, ensuring airtight connections is crucial to prevent energy loss and maintain optimal building performance. This study focuses on the analytical investigation of the shear capacity of precast ultra-high-performance concrete (UHPC) ribs combined with standard concrete PC cladding walls. Five specimens were tested under static loading conditions to evaluate their structural performance and the thermal behavior of the UHPC rib shear keys. Test results indicated that the specimens exhibited remarkable structural performance, with shear capacity approximately three times greater than that of standard concrete. Numerical models were subsequently developed to predict the shear capacity of the shear keys under various loading conditions. A comparison between the experimental results and finite element (FE) models showed a maximum strength difference of less than 10% and a rib displacement error of up to 1.76 mm. These findings demonstrated the efficiency of the FE model for the simulation of the behavior of structures.

최근 전 세계적으로 탄소 배출을 줄이기 위한 노력이 계속되고 있다. 이에 따라 건설 부문에서도 시공 과정에서 탄소 배출 을 줄일 수 있는 방안을 모색하고 있다. 그중 하나가 RC 건물에서 철근을 CFRP 보강근으로 대체하는 것이다. KDS 기준에 따라 설계 된 7개 건물의 설계 자료를 바탕으로 구조부재의 철근 비율을 비교하여 철근을 CFRP 철근으로 대체할 가능성을 분석했다. 그 결과, 건물의 구조부재 중에서 슬래브가 CFRP 철근의 대체 효과가 가장 큰 것으로 나타났다. 일반적인 건물 슬래브의 경간이 1.25∼4.1 m인 것을 감안할 때 RC 슬래브에서 CFRP 철근을 철근으로 대체할 경우 CFRP 철근의 양을 철근의 1/2∼1/3까지 줄일 수 있었다.

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.

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.

그동안 통일신라시기의 산성은 성벽이나 문지, 집수시설 등을 중심으로 발굴조사 되었 다. 그 결과 성벽의 축조기법이나 조성 시기, 구조 등에 대해선 비교적 많은 자료가 축적된 것이 사실이다. 그러나 한편으로 산성의 주체인 인간의 숙식 등과 관련된 건물지의 조사는 상대적으로 빈약한 편이다. 통일신라시기의 산성 내 건물지는 대체로 기단석을 갖추고 있으나 동 시기 사찰에서 볼 수 있는 가구식기단은 아직까지 확인된 바 없다. 그리고 이 시기의 주요 난방 시설인 쪽구들 의 경우도 초석 건물지에서 발견된 사례가 거의 없다. 단적으로 전면 발굴조사가 진행된 광 양 마로산성의 경우 성주나 하급 관리, 병사들이 머물 수 있는 난방시설이 턱 없이 부족함을 살필 수 있다. 아울러 전술한 기단석의 위계도 거의 찾아볼 수 없다. 당시 광양 마로산성은 치소성이나 거점성으로 인식될 정도로 중요한 산성이었다. 그러나 성주나 관리, 병사들이 상주하기 위한 온돌 건물지와 성주가 머물렀을 것으로 추정되는 건 물지의 기단석 등은 쉽게 구별할 수 없다. 이는 결과적으로 산성 내 건물지가 일상생활을 영 위하기 어려운 구조였음을 알게 한다. 그런 점에서 향후 산성 외부의 건물지 조사에 좀 더 집중할 필요가 있다고 생각된다.

For low-rise piloti-type buildings that suffered significant damage in the Pohang earthquake, the seismic performance of those designed by codes issued before and after the earthquake has been recently revised. This study started with the expectation that many of the requirements presented in the current codes may be excessive, and among them, the spacing of column stirrup could be relaxed. In particular, the recently revised design code of concrete structures for buildings, KDS 41 20 00, suggests that the column stirrup spacing is 1/2 of the minimum cross-sectional size or 200 mm, which is strengthened compared to KBC 2016, but relaxed than the current KDS, 41 17 00, which is 1/4 of the minimum size or 150 mm. As a result of the study, it was found that the target performance level was sufficiently satisfied by following the current standards and that it could be satisfied even if the relaxed spacing was followed. Therefore, the strict column stirrup spacing of KDS 41 17 00 could be relaxed if a wall other than core walls is recommended in the current guideline for the structural design of piloti-type buildings.

우리나라 집합건물법에서는 관리인을 집합건물 관리단의 대표자로 규정하고 있다. 그런데 법인의 대표자 적격성과 관련하여, 우리나라에서는 자연인만이 법인의 대표자가 될 수 있고, 법인 그 자체는 다른 법인의 대표자가 될 수 없다고 이해하는 것이 학설상 일반적인 이해의 태도이다. 그리고 이러한 일반적 이해의 태도에 따른다면 집합건물법상 구분소유자로 구성되는 단체인 관리단은 비록 그 법적 성질이 권리능력 없는 사단에 해당한다고 할지라도 단체법의 일반원칙이 적용되어 법인은 관리단의 대표자가 될 수 없다고 함이 논리적이다. 그런데 집합 건물에서의 관리단의 대표자인 관리인의 자격 요건과 관련하여서는 이러한 일반 적인 이해의 태도와는 달리 법인도 집합건물 관리단의 관리인이 될 수 있다는 주장이 오히려 별다른 여과 없이 받아들여지고 있는 실정이다. 한편, 법인도 관리인이 될 수 있다는 주장은 일본에서의 구분소유법에 대한 해석 론으로 평가된다. 그러나 일본에서의 구분소유법에 대한 해석론은 우리나라 집합 건물법과 일본 구분소유법에 대한 차이를 고려하면서 참조할 필요가 있다. 즉, 우리나라 집합건물법상의 관리인은 관리단이라는 비법인사단의 대표자이지만, 일본에서는 구분소유자로 구성된 단체가 당연히 성립하지도 않으며 관리인도 구분소유자들의 대표자가 아니다. 따라서 법인도 관리인이 될 수 있다는 일본에서 의 설명은 우리나라에서 그대로 받아들일 수 없는 설명이다. 그리고 일본의 구분 소유법은 구분소유자들이 단체를 설립하여 집합건물을 관리할 수 있도록 관리조 합법인에 관한 규정을 두고 있다. 이러한 관리조합법인의 대표자는 우리 법에서의 관리인에 해당하는데, 법인은 이러한 관리조합법인의 대표자인 관리인이 될 수 없다. 일본의 “일반사단법인과 재단법에 관한 법률”은 법인이 다른 법인의 이사가 될 수 없음을 규정하고 있기 때문이다. 따라서 일본에서의 논의를 참고하고자 한다면 법인은 관리인에 해당하는 관리조합법인의 대표자가 될 수 없다는 일본법 의 규정을 참조해야 한다. 이럴 경우, 결론적으로는 우리 법에서도 법인은 집합건 물 관리단의 대표자인 관리인이 될 수 없다고 보아야 한다.

급속한 도시화, 마이카 시대의 도래 등으로 증가하는 주차 수요에 대응하기 위하여 공동주택에서도 지하주차장이 도입되었으며, 초고층 공동주택의 보급 확대, 보행자 안전 확보 및 쾌적한 단지 환경 조 성을 위하여 단지내 차량 동선이 지하화 되는 등 지하주차장의 규모가 점차 증가하고 있다. 현재 공동 주택의 지하주차장은 지하 2층 이상으로 심도가 점차 깊어지고 있으며 이에 따라 일상적으로 지하 수 위 이하에 위치하게 되어 상시 수압에 노출될 수 있으므로 누수 방지를 위한 방수공법은 중요한 설계 요소가 되었다. 지하주차장에 적용되고 있는 방수 공법을 살펴보면 초기 지하 1층 정도의 저심도의 지 하주차장에서는 액체방수와 유도배수 등이 적용되어 왔고 이러한 내방수 공법들은 지하주차장 골조 내부에 시공하여 시공이 쉽고 보수 등의 유지관리가 쉬운 장점이 있지만 유입되는 물을 내부에서 배 수처리시킴으로 구조체 내부로 물의 유입을 허용한다는 측면에서 지하수위가 높아 수압이 많이 작용 하는 지반에 적합하지 않다. 반면 외방수 공법은 지하구조물 외부에 연속적인 막을 형성하는 공법으로 골조 외부에 시공하기 때문에 물의 침투를 원천적으로 방지할 수 있어 방수성능이나 내구성 등의 측 면에서 유리하지만 시공을 위한 작업공간의 확보가 필요해 도심지와 같이 협소한 현장에서는 적용이 어렵고 또한 되메우기 이후에 방수재가 파손되는 등 문제가 발견된 경우 보수가 불가능하다는 단점이 있다. 현재 외방수 공법은 주로 시트형태의 방수재료를 구체면에 부착하고 후속 공정에서 발생할 수 있는 시트의 파손을 방지하기 위한 보호층을 설치하는 방법으로 시공되는 것이 일반적인 형태이다. 외 방수 공법과 관련된 표준시방서(KCS) 및 한국산업규격(KS) 등을 보면, 각종 방수재의 시험항목은 유 사하나 제시하고 있는 품질기준 값이 서로 큰 차이를 보이고 있다는 점에서 지하주차장에서 요구되는 방수성능이 명확하게 제시되었다고는 보기에는 한계가 있다. 따라서 본 연구에서는 지하주차장의 방수 성능을 확보하기 위하여 누수 원인이 될 수 있는 시공적 요인, 환경적 요인 및 지하주차장의 구조적 거동 등을 종합적으로 분석하여 지하주차장에서 요구되는 방수재료의 성능기준 및 시공측면에서의 개 선 사항 등을 도출하고자 한다.

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.

Recently, in newly constructed apartment buildings, the exterior wall structures have been characterized by thinness, having various openings, and a significantly low reinforcement ratio. In this study, a nonlinear finite element analysis was performed to investigate the crack damage characteristics of the exterior wall structure. The limited analysis models for a 10-story exterior wall were constructed based on the prototype apartment building, and nonlinear static analysis (push-over analysis) was performed. Based on the finite element (FE) analysis model, the parametric study was conducted to investigate the effects of various design parameters on the strength and crack width of the exterior walls. As the parameters, the vertical reinforcement ratio and horizontal reinforcement ratio of the wall, as well as the uniformly distributed longitudinal reinforcement ratio and shear reinforcement ratio of the connection beam, were addressed. The analysis results showed that the strength and deformation capacity of the prototype exterior walls were limited by the failure of the connection beam prior to the flexural yielding of the walls. Thus, the increase of wall reinforcement limitedly affected the failure modes, peak strengths, and crack damages. On the other hand, when the reinforcement ratio of the connection beams was increased, the peak strength was increased due to the increase in the load-carrying capacity of the connection beams. Further, the crack damage index decreased as the reinforcement ratio of the connection beam increased. In particular, it was more effective to increase the uniformly distributed longitudinal reinforcement ratio in the connection beams to decrease the crack damage of the coupling beams, regardless of the type of the prototype exterior walls.

For important structures such as nuclear power plants, In-Structure Response Spectrum (ISRS) analysis is essential because it evaluates the safety of equipment and components installed in the structure. Because most structures are asymmetric, the response can be affected by eccentricity. In the case of seismically isolated structures, this effect can be greater due to the difference between the center of mass of the structure and the center of rigidity of the isolator layer. Therefore, eccentricity effects must be considered when designing or evaluating the ISRS of seismically isolated structures. This study investigated the change of the ISRS of an isolated structure by assuming accidental eccentricity. The variables that affect the ISRS of the isolated structure were analyzed to see what additional impact they had due to eccentricity. The ISRS of the seismically isolated structure with eccentricity was amplified more than when there was non-eccentricity, and it was boosted more significantly in specific period ranges depending on the isolator’s initial stiffness and seismic intensity. Finally, whether the displacement requirement of isolators can be applied to the variation of the ISRS due to eccentricity in the design code was also examined.

It is very important to evaluate how the functions of products, facilities, and spaces affect human life. The evaluation of these actions has legal regulations such as certification, inspection, and diagnosis, and the degree of quality, safety, and excellence of the results is announced. This study sought to secure safety through efficient system operation by reviewing safety-related certification systems established and implemented by each government department in Korea and analyzing the characteristics of each system and similarities between systems. There was also an aspect of cross-checking safety through the certification and diagnosis system implemented by each ministry, but it was confirmed that the efficiency of the system should also be considered in terms of overlapping application. Therefore, when securing safety is confirmed based on each safety-related law, active alternatives such as exemption, substitution, delegation, etc. should be presented.

This research aims to investigate Park Kilyong’s architectural theory and critique of Gyeongseong (Seoul) buildings, expressed in his ‘Overview of Modern Buildings in Gyeongseong’ and ‘Critique of Gyeongseong Buildings’ (Samcheolli, Sept. and Oct. 1935); and ‘Architectural Form of the 100% Function’ and ‘The Modern and Architecture (1)-(4)’ (Dong-A Daily, 28 Jul. to 1 Aug. 1936). As a result, it is confirmed that Park had the functionalist theory of modern architecture, which suggests that Korean architects of the Japanese colonial period were accommodating the contemporary trend of world architecture. However, Park shows his fundamental limitations in the fact that the main content of his articles was a verbatim translation of two Japanese references (Kurata, 1927; Ishihara, 1929) without proper indications. Despite the limitations, his texts are still meaningful since he formed his own architectural theory on the basis of what he translated; and indeed his critique of Gyeongseong buildings, however simple, was based on the theory. This research makes a critical analysis of Park’s functionalist theory from both the 1930s’ and present points of view and compares his commentaries on Gyeongseong architecture with those by Ko Yu-seop (1932) and Hong Yunsick (1937), illustrating how Korea perceived architecture and modernism in 1930s.

Recently, the occurrence frequency of earthquake has increased in Korea, and the interests for seismic reinforcement of existing school buildings have been raised. To this end, the seismic performance evaluations for school buildings that did not accomplish the seismic design are required. In particular, this study checks the eigenvalue analysis, pushover curves, maximum base shears, performance points and story drift ratios, and then analyzes the seismic performance characteristics according to bracing configuration of steel frame system reinforcement. Also, this study presents the practical field application methods through the comparison of analysis results for the seismic performance characteristics.

Due to the aging of a building, 38.8% (about 2.82 million buildings) of the total buildings are old for more than 30 years after completion and are located in a blind spot for an inspection, except for buildings subject to regular legal inspection (about 3%). Such existing buildings require users to self-inspect themselves and make efforts to take preemptive risks. The scope of this study was defined as the general public's visual self-inspection of buildings and was limited to structural members that affect the structural stability of old buildings. This study categorized possible damage to reinforced concrete to check the structural safety of buildings and proposed a checklist to prevent the damage. A damage assessment methodology was presented during the inspection, and a self-inspection scenario was tested through a chatbot connection. It is believed that it can increase the accessibility and convenience of non-experts and induce equalized results when performing inspections, according to the chatbot guide.

This study proposes a methodology for the regional seismic risk assessment of structural damage to buildings in Korea based on evaluating individual buildings, considering inconsistency between the administrative district border and grid lines to define seismic hazard. The accuracy of seismic hazards was enhanced by subdividing the current 2km-sized grids into ones with a smaller size. Considering the enhancement of the Korean seismic design code in 2005, existing seismic fragility functions for seismically designed buildings are revised by modifying the capacity spectrum according to the changes in seismic design load. A seismic risk index in building damage is defined using the total damaged floor area considering building size differences. The proposed seismic risk index was calculated for buildings in 29 administrative districts in 'A' city in Korea to validate the proposed assessment algorithm and risk index. In the validation procedure, sensitivity analysis was performed on the grid size, quantitative building damage measure, and seismic fragility function update.

KDS 41 12 00의 풍하중 관련 식은 정형적인 건축물에 대한 수많은 연구를 통해 만든 경험식이다. 따라서 비정형 건축물에 대하여 KDS 41 12 00에 따라 풍하중을 산출하면 건축물의 형상이 반영되지 않아 실제 풍하중과 상이할 수 있다. 이에 Y자형 건축물 에 대하여 풍동실험에 따른 풍하중과 KDS 41 12 00에 따른 풍하중을 산출하고 비교하고자 하였다. 이를 위해 풍력실험을 수행하였고 최종적으로 두 가지 방법에 따른 풍하중의 비율을 산출하고 이를 풍하중 증감계수로 도출하고자 하였다. 본 연구에서 제시하는 풍하 중 증감계수를 KDS 41 12 00에 따라 풍하중 산출 과정에 적용한다면 보다 합리적으로 Y자형 건축물에 대한 풍하중을 산출할 수 있 을 것으로 사료된다.