• Structural Engineering and Mechanics
• /
• 제64권4호
• /
• pp.461-472
• /
• 2017

The dynamic tests of recycled aggregate concrete (RAC) are carried out, the rate-dependent mechanical models of RAC are proposed. The dynamic mechanical behaviors of RAC frame structure are investigated by adopting the numerical simulation method of the finite element. It is indicated that the lateral stiffness and the hysteresis loops of RAC frame structure obtained from the numerical simulation agree well with the test results, more so for the numerical simulation which is considered the strain rate effect than for the numerical simulation with strain rate excluded. The natural vibration frequency and the lateral stiffness increase with the increase of the strain rate. The dynamic model of the lateral stiffness is proposed, which is reasonably applied to describe the effect of the strain rate on the lateral stiffness of RAC frame structure. The effect of the strain rate on the structural deformation and capacity of RAC is analyzed. The analyses show that the inter-story drift decreases with the increase of the strain rate. However, with the increasing strain rate, the structural capacity increases. The dynamic models of the base shear coefficient and the overturning moment of RAC frame structure are developed. The dynamic models are important and can be used to evaluate the strength deterioration of RAC structure under dynamic loading.

• KCI Concrete Journal
• /
• 제11권3호
• /
• pp.153-164
• /
• 1999

The objective of this research is to observe the actual response of a low-rise nonseismic moment-resisting masonry-infilled reinforced concrete frame subjected to varied levels of earthquake ground motions. The reduction scale for the model was determined as 1 : 5 considering the capacity of the shaking table to be used. This model was, then, subjected to the shaking table motions simulating Taft N2IE component earthquake ground motion, whose peak ground acceleration(PGA) was modified to 0.12g, 0.2g, 0.3g, and 0.4g. The g1oba1 behavior and failure mode were observed. The lateral accelerations and displacements at each story and local deformations at the critical portions of the structure were measured. Before and after each earthquake simulation test, free vibration tests and white noise tests were performed to find the changes in the natural period of the model. When the results of the masonry-infilled frame are compared with those of the bare frame, it can be recognized that masonry infills contribute to the large increase in the stiffness and strength of the g1oba1 structure whereas it also accompanies the increase of earthquake inertia forces. However, it is judged that masonry infills may be beneficial to the performance of the structure since the rate of increase in strength appears to be greater than that of the induced earthquake inertia forces.

• Steel and Composite Structures
• /
• 제19권2호
• /
• pp.309-325
• /
• 2015

A convenient procedure for seismic retrofit of existing buildings is to use passive control methods, like using friction dampers in steel frames with bracing systems. In this method, reduction of seismic demand and increase of ductility generally improve seismic performance of the structures. Some of its advantages are development of a stable rectangular hysteresis loop and independence on environmental conditions such as temperature and loading rate. In addition to friction dampers, masonry-infill panels improve the seismic resistance of steel structures by increasing lateral strength and stiffness and reducing story drifts. In this study, the effect of masonry-infill panels on seismic performance of a three-span four-story steel frame with Pall friction dampers is investigated. The results show that friction dampers in the steel frame increase the ductility and decrease the drift (to less than 1%). The infill panels fulfill their function during the imposed drift and increase structural strength. It can be concluded that infill panels together with friction dampers, reduced structural dynamic response. These infill panels dissipated input earthquake energy from 4% to 10%, depending on their thickness.

• 지능정보연구
• /
• 제19권4호
• /
• pp.81-96
• /
• 2013

웹의 발전과 콘텐츠 산업의 팽창으로 비디오 데이터가 폭발적으로 증가함에 따라 데이터의 정보 검색은 매우 중요한 문제가 되었다. 그동안 비디오 데이터의 정보 검색과 브라우징을 위해 비디오의 프레임(frame)이나 숏(shot)으로부터 색채(color)와 질감(texture), 모양(shape)과 같은 시각적 특징(features)들을 추출하여 비디오의 내용을 표현하고 유사도를 측정하는 내용 기반(content-based)방식의 비디오 분석이 주를 이루었다. 영화는 하위 레벨의 시청각적 정보와 상위 레벨의 스토리 정보를 포함하고 있다. 저차원의 시각적 특징을 통해 내용을 표현하는 내용 기반 분석을 영화에 적용할 경우 내용 기반 분석과 인간이 인지하는 영화의 내용 사이에는 의미적 격차(semantic gap)가 발생한다. 왜냐하면 영화의 스토리는 시간의 진행에 따라 그 내용이 변하고, 관점에 따라 주관적 해석이 가능한 고차원의 의미정보이기 때문이다. 따라서 스토리 차원의 정보 검색을 위해서는 스토리를 모델링하는 정형화된 모형이 필요하다. 최근 들어 소셜 네트워크 개념을 활용한 스토리 기반의 비디오 분석 방법들이 등장하고 있다. 그러나 영화 속 등장인물들의 소셜 네트워크를 통해 스토리를 표현하는 이 방법들은 몇 가지 문제점들을 드러내고 있다. 첫째, 등장인물들의 관계에만 초점이 맞추어져 있으며, 스토리 진행에 따른 등장인물들의 관계 변화를 역동적으로 표현하지 못한다. 둘째, 등장인물의 정체성과 심리상태를 보여주는 감정(emotion)과 같은 심층적 정보를 간과하고 있다. 셋째, 등장인물 이외에 스토리를 구성하는 사건과 배경에 대한 정보들을 반영하지 못하고 있다. 따라서 본 연구는 기존의 스토리 기반의 비디오 분석 방법들의 한계를 살펴보고, 문제 해결을 위해 문학 이론에서 제시하고 있는 서사 구조에 근거하여 스토리 모델링에 필요한 요소들을 인물, 배경, 사건의 세 가지 측면에서 제시하고자 한다.

• 한국건설관리학회논문집
• /
• 제13권3호
• /
• pp.152-159
• /
• 2012

리모델링은 기존 구조체를 재활용함으로써 국가적인 자원절감과 친환경적인 기여 등, 재건축과 비교해 큰 장점을 가지고 있다. 리모델링의 이와 같은 장점과 기존 용적률과 관계없이 전용면적의 30% 이내 증축 이라는 적용범위의 완화, 짧은 사업기간 등은 강력한 규제정책으로 재건축 추진이 어려운 노후화 된 고층 공동주택의 거주환경 개선을 위한 대안으로 여겨졌다. 하지만 현재 리모델링을 추진하던 노후화 된 고층 공동주택의 거주자들은 리모델링을 포기하거나 재건축으로 돌아서고 있다. 이러한 주된 원인은 주택 재건축사업과 달리 가구수를 늘릴 수 없어 일반분양이 불가하고, 안전상의 문제를 이유로 리모델링 이전보다 층수를 올리는 것이 원칙적으로 불허되기 때문이다. 즉, 모든 공사비를 거주자들이 부담해야 하는 경제적인 부담감에 기인한다고 할 수 있다. 따라서 이러한 상황을 개선하기 위해서는 리모델링의 수행 주체인 거주자들의 부담금을 저감시킬 수 있어야 하며, 거주자들의 부담금을 저감시킬 수 있는 방향은 세대수 증가가 가장 직접적인 수단이므로 이를 어느 정도 허용할 수 있는 방향의 제도개선이 단기적으로 필요하다. 본 연구에서는 수직증축을 포함한 리모델링 대안을 제시하고, 제시한 대안과 현행 리모델링 안과의 개략공사비 산정을 통해 세대당 분담금을 비교해봄으로써 리모델링 활성화를 위한 제도개선의 기반을 마련하고자 한다.

• Structural Engineering and Mechanics
• /
• 제73권3호
• /
• pp.303-317
• /
• 2020

In this study an innovative rocking zipper braced frame (RZBF) is proposed to overcome the deficiencies of common concentrically braced frames. RZBF is an improved rocking concentrically braced frame which is based on combination of rocking behavior and zipper columns. The base rocking joints and post-tensioned bars provide rocking response and restoring force, respectively. Also, zipper columns distribute the unbalance force over the frame height and reduce the damage concentration. To evaluate seismic performance of RZBF, a comparison study is carried out considering concentrically braced frame, zipper braced frame, rocking concentrically braced frame and RZBF. Thereby, a suite of non-linear time history analyses had been performed on four different types of archetypes with four, six, eight, ten and twelve stories. Frames were designed and non-linear time history analyses were conducted in OpenSees. To compare the seismic behavior of the archetypes, roof drifts, residual roof drifts, story drifts, the forces of first and top story braces, PT bars forces, column uplift and base shears were taken in to consideration. Results illustrate that using RZBF, can reduce the damage due to reduced residual drifts. Zipper columns enhance the seismic performance of rocking systems. As the number of stories increase in the RZBF systems, larger top story braces were needed. So the RZBF system is applicable on low and midrise buildings.

• 패션비즈니스
• /
• 제21권2호
• /
• pp.45-60
• /
• 2017

This study analyzed the type of format and content expression of fashion films, from the perspective of promotion and advertisement. For the analysis, a reference research and case study were employed. Our results showed that the format type of fashion films are categorized as movie type; films that convey a story through lines and provide an interesting element as well as artistic value;, video clip films which consist of intriguing sections in a short-length film;, animation type; films that deliver a message through the virtualized world and a created character;, and music video fashion films that use the musical technique to convey how the story of fashion film is structured. The type of content expression of fashion films are divided into direct expression, which exposes the collection of clothes and accessories directly in fashion films;, metaphorical type; which visually delivers the brand image and product;, and the documentary type; that delivers the brand story and historical facts related to the brand. The study on the analysis of fashion films through type of format and content expression shows how fashion brands effectively and strongly promote their products, enhance their brand values, and increase an interest among the customers.

• 한국환경복원기술학회지
• /
• 제15권1호
• /
• pp.107-117
• /
• 2012

We estimated the potential area roof greening in Gyeonggi-do that will mitigate the heat island effect. The estimation was based on building age, roof shape, and building use which were recorded in the building register from "Sewoomteo, the Building Administration System in the Ministry of Land, Transport and Maritime Affairs. The estimated potential roof greening area in Gyeonggi-do was approximately $102.5km^2$ assuming that the buildings for residence, public, education(school), office, shopping mall are appropriate for roof greening. The area occupied by apartment buildings over six-story was 76.3% of the potential roof greening area 10.2% for individual houses, 5.9% for under five-story apartment buildings, and 3.7% for school buildings. The result indicated that it is residential buildings that we need to pay attention for roof greening, especially high-rise buildings over six-story. Greening of the whole estimated area, $102.5km^2$, in Gyeonggi-do will result in the increase of green space per capita by $8.74m^2$. This is 1.65 times greater than the area of current urban parks, and 1.97 times greater than the total area of neighborhood parks, children's parks, and pocket parks. Greening of the estimated roof area will increase green coverage of urban area by twice, adding to current green coverage of the urban areas, 11.3%, in 10 major cities. In particular, the effect of roof greening would be remarkable in inceasing the green space of Anyang City, Gwangmyeong City, and Guri City where neighborhood park area falls short.

• Earthquakes and Structures
• /
• 제26권6호
• /
• pp.463-475
• /
• 2024

The study aims to investigate the pounding that occurs between the isolator's ring and slider of isolated structures resulting from excessive seismic excitation, while considering soil-structure interaction. The dynamic responses and poundings of structures subjected a series seismic records were comparatively analyzed for three different soil types and fixed-base structures. A series of parametric studies were conducted to thoroughly discuss the effects of the impact displacement ratio, the FPB friction coefficient ratio, and the radius ratio on the structural dynamic response when considering impact and SSI. It was found that the pounding is extremely brief, with an exceptionally large pounding force generated by impact, resulting in significant acceleration pulse. The acceleration and inter-story shear force of the structure experiencing pounding were greater than those without considering pounding. Sudden changes in the inter-story shear force between the first and second floors of the structure were also observed. The dynamic response of structures in soft ground was significantly lower than that of structures in other ground conditions under the same conditions, regardless of the earthquake wave exciting the structure. When the structure is influenced by pulse-type earthquake records, its dynamic response exhibits a trend of first intensifying and then weakening as the equivalent radius ratio and friction coefficient ratio increase. However, it increases with an increase in the pounding displacement ratio, equivalent radius ratio, friction coefficient ratio, and displacement ratio when the structures are subjected to non-pulse-type seismic record.

• 한국공간구조학회논문집
• /
• 제19권4호
• /
• pp.27-34
• /
• 2019

Spatial structure does not have columns and walls installed inside, so they have a large space. There are upper structure and substructure supporting them. The response of seismic loads to the upper structure may be increased or decreased due to the effects of the substructure. Therefore, in this study, the seismic response of the upper structure and the floor response spectrum of the substructure were compared and analyzed according to the height of the substructure in the spatial structure where the LRB was installed. As a result, the possibility of amplification of response was confirmed as seismic waves passed though the substructure, which is likely to increase the response of the upper structures.