• Title/Summary/Keyword: 건축관계

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A comparative study on the commercial buildings of market zones between Namdaega Avenues(南大街) in Gaeseong(開城) and Jongno Avenues in Hanyang(漢陽) walled cities in the early 20th century (20세기 초 개성 남대가와 한양 종로 주변 시전의 비교를 통한 상호 관계 연구)

  • Jeong, Su-In;Han, Dong-Soo
    • Journal of architectural history
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    • v.31 no.2
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    • pp.19-26
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    • 2022
  • This study tries to find out the commonalities and differences during the 20th century between the characteristics of Hanyang Sijeon revealed in previous studies by identifying the location of the Sijeon (market zones) installed in Namdaega, Gaeseong, the relationship between lots and streets, and the characteristics of the building arrangements. As a result, the integrated structure of the front and the doga, the market structures of Gaeseong, which have been passed down since the Goryeo Dynasty, influenced and developed those of Hanyang. In particular, additional furnaces were installed in the front, which led to the birth of Pimat-gil alleys. In determining the size of urban space, the scale of Gaeseong City was also applied to Hanyang, which became the basis for determining lots and roads around the market zones.

난연도료 도포처리방법에 따른 난연성능특성

  • 노호성;이지섭;이영순
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 2003.05a
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    • pp.478-482
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    • 2003
  • 최근 빈발하고 있는 다중이용업소의 화재와 이에 따른 인명피해에 대한 사회적 위기의식이 증대되고 있으며 내부구조를 전혀 모르는 불특정 다수인이 이용하는 관계로 화재발생초기에 대피할 수 있는 시간적인 여유를 최대한 확보하고 인명 및 재산피해를 최소화하기 위해서 국내 건축법상에는 내장재에 대한 난연화를 법률로 제정하고 있다.(중략)

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A System Dynamic for Investigating to Use of Building Information Modeling (BIM) for Hanok Construction (시스템 다이내믹스 기반 한옥건축의 BIM 접목 활성화 방안 연구)

  • Seo, Seung-Ha;Bang, Yei-Dam;Hyen, Ju-Hwan;Yu, Chaeyeon;Lee, Donghoon;Kim, Sungjin
    • Korean Journal of Construction Engineering and Management
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    • v.24 no.5
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    • pp.3-11
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    • 2023
  • Building information modeling (BIM) can help to visualize and manage the building-related information at the object-based level, and it is possible to help link the tasks in the network of Hanok construction. While many studies have significant interest in using BIM for modern construction, there is only few studies to observe the use of BIM for traditional construction, commonly called Hanok construction in South Korea. Hence, the main goal of this study is to develop a system dynamic model for investigating how the BIM can be widely used for Hanok construction. To this end, this study identified the factors influencing the BIM uses for the Hanok construction, developed a causal loop diagram (CLD) to investigate the interrelationships among the factors, and provided a final model based on the mathematical definitions. Based on the scenario analysis, it is demonstrated that the support to building Hanok and education cost for BIM positively influence activating and using the BIM for the Hanok construction. Based on the dynamics of the factors identified in this study, it is important to consider expanding support for Hanok construction and education cost for BIM to successfully integrate and utilize BIM in the construction industry.

An Observation Study of the Relationship of between the Urban and Architectural Form and Microclimate (도시·건축형태와 미기후의 관계에 대한 관찰 연구)

  • Lee, Gunwon;Jeong, Yunnam
    • Asia-pacific Journal of Multimedia Services Convergent with Art, Humanities, and Sociology
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    • v.8 no.11
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    • pp.109-119
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    • 2018
  • This study investigates the effect of urban and architectural forms on the microclimate in urban areas. It applies urban and architectural elements such as urban form and tissue and building form and characteristics as the main influences on the microclimate within urban area. Among the 23 Automated Weather Stations (AWS) installed within Seoul city by the Korea Meteorological Administration, 6 sites were selected for the analysis, based on their different urban and architectural characteristics, and actual measurements were conducted in August 2017 using individual AWS equipment. Also, the measurements of microclimate and urban and architectural elements within a 500m radius of the AWS measurement points were collected and analyzed. The result of the analysis shows that the microclimate elements, such as wind speed, solar radiation, and temperature, were affected by the direction of the streets, the width, depth, and height of the buildings, the topographic elevation and direction and the traffic volume. This study is expected to contribute to mitigating urban heat island effect and setting the foundation for sustainable cities through development of urban management methods and techniques including the relationship between built environment elements and microclimate.

Load-Displacement Relationship of Passive Vibration Units Composed with a Spring and Vibration-Proof Rubbers (스프링과 방진고무가 융합된 제진장치의 하중-변위 관계)

  • Mun, Ju-Hyun;Im, Chae-Rim;Wang, Hye-Rin;Yang, Keun-Hyeok
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.25 no.6
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    • pp.226-234
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    • 2021
  • The objective of this study is to establish the fundamental design data for axial load-displacement relationship under axial monotonic or cyclic responses of seismic damping·isolation (SDI) units developed for ceiling structures. The main parameters include the installation of a spring, the number of rubber layer, prestress stress of bolts for connector between the spring and rubbers, and loading type. Test results showed that SDI units with a spring in the core and higher prestress stress of bolts tended to be higher stiffness at the ascending branch and more ductile behavior at the descending branch. This trends more notable for the specimens under monotonic load rather than cyclic loads. Consequently, the energy dissipation of SDI unit can be optimally designed with the following conditions: installation of a spring within 3-layer rubbers and prestress applied to the bolts at 10% of their yielding strength . When compared with the experimental tension capacity of the developed SDI units, the predictions by JIS B 2704-1 and KDS 31 00 are conservative under monotonic loading but higher by approximately 10% under cyclic loading.

The Prediction Method of the Small Strain Shear Modulus for Busan Clay Using CPT and DMT (CPT와 DMT를 이용한 부산점토의 최대전단탄성계수 추정방법에 관한 연구)

  • Hong, Sung-Jin;Yoon, Hyung-Ko;Lee, Jong-Sub;Lee, Woo-Jin
    • Journal of the Korean Geotechnical Society
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    • v.25 no.6
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    • pp.5-16
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    • 2009
  • The is study is to evaluate the small strain shear modulus ($G_{max}$) of Busan clay using in-situ penetration tests. A series of dilatometer tests (DMT) and piezocone penetration tests (CPTu) are performed at Busan newport and Noksan sites, and hybrid oedometer tests are also carried out on the specimens obtained from both sites. The $G_{max}$ is evaluated from the shear wave velocity ($V_s$) measured by the bender elements installed at the boundary of oedometer cell. By analyzing these data, the relationship of $G_{max}$ and state variables, such as confined stress and void ratio, is developed. The analysis of lab and in-situ test results reveals that the ratio of $G_{max}$ to $q_t$ is inversely proportional to the plasticity index while the ratio of $G_{max}$ to $E_D$ has a linear relationship with ($I/I_D$)$(p_a/{\sigma}'_v)^{0.5}$. Two correlations suggested in this study, based on CPT and DMT results, appear to provide reasonable predictions of the small strain shear modulus.

Evaluation of Undrained Shear Strength of Busan New-port Clay by DMT (DMT를 이용한 부산신항 점토의 비배수 전단강도 추정)

  • Hong, Sung-Jin;Shin, Dong-Hyun;Kim, Dong-Hee;Jung, Sang-Jin;Lee, Woo-Jin
    • Journal of the Korean Geotechnical Society
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    • v.23 no.7
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    • pp.87-98
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    • 2007
  • A series of dilatometer test, field vane test, and $CK_0U$ triaxial test were performed for clayey soils of Busan new port site to develop the relationships between undrained shear strength and the DMT results. Normalized undrained shear strength is turned out to be $S_{u(CKU)}/{\sigma}'_v=0.30{\sim}0.35\;for\;CK_0U$ triaxial test and ${\mu}S_{u(VST)}/{\sigma}'_v=0.20{\sim}0.22$ for vane shear test. By comparing the undrained shear strength estimated from DMT indices with the results measured by in-situ vane test or $CK_0U$ triaxial test, two methods to predict the undrained shear strength from DMT results are suggested. One is based on the relationship between $S_u/{\sigma}'_v$ and horizontal stress index (KD) while another method comes from $N_c-I_D$ and $N_c-E_D$ correlation. It was observed that the method based on $N_c-I_D\;or\;N_c-E_D$ relation shows slightly better accuracy than the one based on $K_D$ although all of the methods suggested in this study provided comparable values of predicted undrained shear strength. Since the definitions of $I_D\;and\;E_D$ contain $p_1-p_0$, in which soil condition is reflected, it is believed that the prediction method using $N_c$ is capable of taking a material type into consideration.

A Rigorous Examination of the Interplay Between Fire Resistance of 1-Hour Rated Fireproof Steel Walls and the Flexural Strength of Individual Panels (1시간 내화구조용 철강재 벽체의 내화성능과 단위 패널 휨강도의 관계 고찰)

  • Jeon, Soo-Min;Ok, Chi-Yeol;Kang, Sung-Hoon
    • Journal of the Korea Institute of Building Construction
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    • v.23 no.5
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    • pp.537-546
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    • 2023
  • For the purpose of fire delineation within buildings, steel walls in Korea are mandated to undergo rigorous certification as fire-resistant entities, substantiated via a series of qualitative assessments. Predominantly, these evaluations comprise the fire resistance test paired with supplementary examinations; specifically for steel walls, these encompass the gas hazard and panel bending strength tests. Given the prevalence of semi-noncombustible core materials, gas hazard tests are largely rendered superfluous, pivoting the focus solely onto the panel bending strength test during the certification trajectory. This particular test is designed to gauge the flexural robustness of individual wall panels. An enhanced bending strength is postulated to fortify both the structural integrity and thermal insulation of the wall by mitigating potential deformations. In this scholarly exploration, an analytical deep dive was undertaken into extant, valid certification test datasets. The endeavor aimed to ascertain the depth of correlation between the designated fire resistance metric and the bending strength, the latter being the sole supplementary assessment for steel walls. In distilling the findings, it was discerned that temperature elevations beyond baseline values exhibited no statistically salient linkage with the panel's bending strength.

Mold Woodworking Tools and musculoskeletal disorders of the correlation analysis (형틀 목공이 사용하는 작업공구와 근골격계 질환의 상관관계 분석)

  • Kwark, Dong-Jin;Park, Jung-Lo;Kim, Jae-Jun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2012.11a
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    • pp.5-7
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    • 2012
  • Repeated using carpentry workers work at working tools because of occupational low back pain, such as musculoskeletal disorders, occupational diseases are on the rise. For this purpose, through the analysis of musculoskeletal disorders and work tools and studies are underway to improve the working conditions of the workers. However, existing previous studies may not reflect the working tools used for carpentry worker dies when working at a construction site that Therefore, in this study, the work in the form of construction, one of the jobs of worker dies classified according to the working tools of musculoskeletal disorders correlated to analyze. The results of this study are as follows. working tools of a total of seven different dies used in the installation process. Musculoskeletal disorders, waist / drill such correlation was very strong. Also showed that a total of three of the tools used in the formwork dismantling cutter musculoskeletal disorders of the arm / elbow and a very strong correlation.

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