• Structural Engineering and Mechanics
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• 제50권1호
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• pp.121-135
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• 2014

Stone masonry structures are widely used around the world, but they deteriorate easily, due to low shear strength capacity. Many techniques have been developed to increase the shear strength of stone masonry constructions. The aim of this experimental study was to investigate the performance of stone masonry walls strengthened by metal connectors as an alternative shear reinforcement technique. For this purpose, three new metal connector (clamp) types were developed. The shear strength of the walls was improved by applying these clamps to stone masonry walls. Ten stone masonry walls were structurally tested in diagonal compression. Various parameters regarding the in-plane behavior of strengthening stone masonry walls, including shear strength, failure modes, maximum drift, ductility, and shear modulus, were investigated. Experimentally obtained shear strengths were confirmed by empirical equations. The results of the study suggest that the new clamps developed for the study effectively increased the levels of shear strength and ductility of masonry constructions.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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• pp.10-11
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• 2019

Interior stone walls are using commonly in non-bearing lightweight walls of apartments. The stones of interior wall were two types, one is a granite stone, another is a marble stone. Granite stone is attached by the epoxy adhesive and marble stone is attached by dedicated anchor and fastener. The impact resistance test was carried out interior stone walls in accordance with KS F 2613. The test methods included the impact resistance tests by each of soft impact body and hard impact body. The results of the test have proved that interior stone walls can withstand the soft impact bodies and hard impact bodies that are likely to happen in everyday life.

• 한국농촌건축학회논문집
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• 제19권3호
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• pp.9-16
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• 2017

The study aims to find regional characteristics of Olle and Olle-Dam the old town of Jeju city, "Mu-geun-sung," through researches of the status of the spatial structure in the area. The research was mainly conducted through literature survey and field survey. Literature survey was conducted for the typification of alleys and stone walls. Field surveys were conducted to reveal the location, length, and materials of the stone walls on alleys. As a result, this study can grasp the spatial characteristics of the alleys and the typological characteristics of the stone walls in the old urban areas of Jeju City. The unit alley located in the old city area of Jeju was severely damaged. Also, the stone walls could reveal that there are few areas where the original shape is preserved. The management of the community has not been properly carried out in the use of alleys. In addition, there is concern about the damage caused by securing a road in the future. On the other hand, many of the damaged stone walls had basically the original shape. There were many stone walls that retained their original shape in the old alley. For this reason, there is a high possibility that the alleys and stone walls located in the old urban areas of Jeju are utilized as assets of the area. Based on the results of the above study, community recovery using old alleys of Jeju is required.

• 한국경제지리학회지
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• 제16권1호
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• pp.99-117
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• 2013

본 연구의 목적은 장소자산으로서 제주 돌담의 가치와 더불어 활용방안을 제시하는데 있다. 이러한 논의는 그 동안 제주 돌담이 장소자산으로서 본질적인 가치가 부각되지 않고, 잠재적 가치만을 주장해온 상황을 타개하기 위한 돌파구가 될 수 있다. 더불어 제주 돌담의 구체적인 활용방안을 통하여 제주의 지속가능한 지역발전을 모색하는 방편이 될 수 있다. 본 연구에서는 장소자산으로 제주 돌담의 종류와 기능 및 가치를 논의한 후 제주 돌담의 지역별 분포현황을 토대로 현실적인 활용방안을 제시하였다. 본 연구에서 심층적으로 논의한 결과, 제주 돌담의 가치는 크게 다섯 가지를 부각시킬 수 있었고, 구체적인 활용방안에서는 일곱 가지로 요약할 수 있었다. 본 논문에서 얻어진 연구결과는 앞으로 제주 지역발전의 새로운 지표로 활용할 수 있을 것으로 기대된다.

• 대한지리학회지
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• 제47권3호
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• pp.390-406
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• 2012

제주도 돌담은 최근 들어 문화유적, 관광자원 등으로 주목받으며 지방자치단체 차원에서 다양한 복원사업이 추진되고 있다. 본 연구는 돌담의 물리적인 복원과 함께 돌담의 형성 배경과 의미를 밝히는 것 역시 중요한 일이라 생각되어 진행하였다. 집주변에 울타리를 형성하고 있는 돌담인 울담의 높이를 중심으로 조사를 하였고 바람지도, 지질도, 주민 인터뷰를 활용하여 연구를 하였다. 연구결과, 제주도 해안마을에서는 돌을 쉽게 구할 수 있고, 주민들이 방풍 역할을 주목적 기능으로 울담을 세운 마을의 경우에 최대 풍속이 큰 곳에서 울담이 높게 나타나는 경향이 있다는 것을 확인할 수 있었다.

• Journal of the Korean Institute of Landscape Architecture International Edition
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• 제2호
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• pp.109-113
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• 2004

It is important to consider urban parks and greenery not only from the viewpoint of amenity or aesthetics but also from the viewpoint of biodiversity. In this study, we focused on bryophytes (mosses), and analyzed how existence of artificial structures in urban greeney, such as concrete curbs and stone walls, affect species diversity of bryophytes. Kyoto Gyoen in Kyoto City, western Japan, was selected as the study site. In consideration of kinds of substrates on which bryophytes grow, microhabitats of Kyoto Gyoen were divided into ten types including concrete curbs and stone walls. In each type of microhabitats, we selected the area where bryophyte diversity was highest, and established a quadrat for bryophyte flora survey. Our results showed that the number of bryophyte species and growth forms and the value of diversity indices on concrete curbs or stone walls were higher than the averages of those. The bryophyte species were divided into the four groups by TWINSPAN as follows: Group A (epiphyte species), Group B (rocky species), Group C (roadsides, grassland or forest species), and Group D (waterside species). Bryophytes classified into Group B (rocky species) were mainly recorded on concrete curbs or stone walls. It was considered that the existence of artificial structures (concrete curbs and stone walls) provided favorite habitats for the bryophytes classified into Group B (rocky species), which mainly grows on concrete or rocks, and enhanced species diversity of bryophytes in Kyoto Gyoen.

• Computers and Concrete
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• 제18권1호
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• pp.99-112
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• 2016

Since the preservation of monuments is very important to human societies, different methods are required to preserve historic structures. In this paper, 3D model of arch stone bridge at Pont Saint Martin, Aosta, Italy, was simulated by 1660 integrated separate stones using ABAQUS$^{(R)}$ software to investigate the seismic susceptibility of the bridge. The main objective of this research was to study a method of preservation of the historical stone bridge against possible earthquakes using FRP techniques. The nonlinear behavior model of materials used theory of plasticity based on Drucker-Prager yield criterion. Then, contact behavior between the block and mortar was modeled. Also, Seismosignal software was used to collect data related to 1976 Friuli Earthquake Italy, which constitutes a real seismic loading. The results show that, retrofitting of the arch stone bridge using FRP techniques decreased displacement of stones of spandrel walls, which prevents the collapse of stones.

• 기술사
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• 제42권4호
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• pp.55-61
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• 2009

Retaining wall is a structure to stabilize the land slope as vertical retaining wall have constructed to make efficiency use of downtown area. Recently to commune with nature and refine a apartment and structure, natural friendly relations for retaining walls are tried to construct. The surface of the concrete walls are weave in various figures and colours, and in some places plant a shrub. Laying a landscape stone which have disclose a plane nature one means keeping up the natural slope, constructively safely set a anchor in front side and rear side wall between the natural stone, plant shrub or ground coverings to give shape into a rock. Natural stone is exposed of surface and planting the gardening, to be a type of natural friendly relations however that will be recycled. The size of blasted nature stone which is irregular become more natural type of one.

• Earthquakes and Structures
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• 제18권1호
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• pp.83-96
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• 2020

The main structural elements of historical masonry arch bridges are arches, spandrel walls, piers and foundations. The most vulnerable structural elements of masonry arch bridges under transverse seismic loads, particularly in the case of out-of-plane actions, are spandrel wall. The vulnerability of spandrel walls under transverse loads increases with the increasing of their length and height. This paper computationally investigates the out-of-plane nonlinear seismic response of spandrel walls of long-span and high masonry stone arch bridges. The Malabadi Bridge with a main arch span of 40.86m and rise of 23.45m built in 1147 in Diyarbakır, Turkey, is selected as an example. The Concrete Damage Plasticity (CDP) material model adjusted to masonry structures, and cohesive interface interaction between the infill and the spandrel walls and the arch are considered in the 3D finite element model of the selected bridge. Firstly, mode shapes with and without cohesive interfaces are evaluated, and then out-of-plane seismic failure responses of the spandrel walls with and without the cohesive interfaces are determined and compared with respect to the displacements, strains and stresses.

• 한국전통조경학회지
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• 제38권1호
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• pp.132-141
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• 2020

본 연구는 세계적 유산 가치를 지닌 제주도 돌문화경관자원에 대한 기초적 조사로써 다양한 제주 향토자원의 우수성과 앞으로의 보전 및 관리를 위한 기초적 자료 제공에 궁극적 목적이 있다. 제주 돌문화자원의 경관적 특성을 도출하고자 문헌연구와 함께 현장조사를 실시하였고, 돌문화자원에 대한 인식 및 이미지 분석을 위해 설문조사를 병행하였다. 이에 한·중국인이 가지는 있는 제주돌문화경관의 인식에 대하여 고찰하고자 한다. 연구 결과, 제주의 대표적 향토자원은 돌이고, 그것의 큰 특징은 자연성으로 조사되었다. 그리고 돌문화자원의 이미지에 있어 "조화로운", "매력적인", "자연스러운" 이미지를 높게 평가하였고, 밭담을 "아름다운", 돌하르방을 "친근한" 등으로 인식하고 있었다. 그리고 한·중인이 가장 선호하는 돌문화자원은 밭담과 돌하르방 순으로 조사되었으며, 선호도에는 서로 차이가 존재하였다.