• Title/Summary/Keyword: Urban Structure and System

Search Result 618, Processing Time 0.025 seconds

Analysis of the effect of street green structure on PM2.5 in the walk space - Using microclimate simulation - (가로녹지 유형이 보행공간의 초미세먼지에 미치는 영향 분석 - 미기후 시뮬레이션을 활용하여 -)

  • Kim, Shin-Woo;Lee, Dong-Kun;Bae, Chae-Young
    • Journal of the Korean Society of Environmental Restoration Technology
    • /
    • v.24 no.4
    • /
    • pp.61-75
    • /
    • 2021
  • Roadside greenery in the city is not only a means of reducing fine dust, but also an indispensable element of the city in various aspects such as improvement of urban thermal environment, noise reduction, ecosystem connectivity, and aesthetics. However, in studies dealing with the effect of reducing fine dust through trees in existing urban spaces, microscopic aspects such as the adsorption effect of plants were dealt with, structural changes such as the width of urban buildings and streets, and the presence or absence of trees, Impact studies that reflect the actual form of In this study, the effect of greenery composition applicable to urban space on PM2.5 was simulated through the microclimate epidemiologic model ENVI-met, and field measurements were performed in parallel to verify the results. In addition, by analyzing the results of fine dust background concentration, wind speed, and leaf area index, the sensitivity to major influencing variables was tested. As a result of the study, it was confirmed that the fine dust reduction effect was the highest in the case with a high planting amount, and the reduction effect was the greatest at a low background concentration. Based on this, the cost of planting street green areas and the effect of reducing PM2.5 were compared. The results of this study can contribute as a basis for considering the effect of pedestrian space on air quality when planning and designing street green spaces.

Haut - A 21-storey Tall Timber Residential Building

  • Verhaegh, Rob;Vola, Mathew;de Jong, Jorn
    • International Journal of High-Rise Buildings
    • /
    • v.9 no.3
    • /
    • pp.213-220
    • /
    • 2020
  • This paper reflects on the structural design of Haut; a 21-storey high-end residential development in Amsterdam, the Netherlands. Construction started in 2019 and is in progress at the time of writing. Upon completion in 2021, Haut will be the first residential building in the Netherlands to achieve a 'BREEAM-outstanding' classification. The building will reach a height of 73 m, making it the highest timber structure in the Netherlands. It contains some 14.500 ㎡ of predominantly residential functions. It features a hybrid concrete-timber stability system and concrete-timber floor panels. This paper describes the concepts behind the structural design for Haut and will touch upon the main challenges that have arisen from the specific combination of characteristics of the project. The paper describes the design of the stability system and -floor system, the analysis of differential movements between concrete and timber structures and wind vibrations. The paper aims to show how the design team has met these specific challenges by implementing a holistic design approach and integrating market knowledge at an early stage of the design.

Innovative Liquid Damper for Wind-Induced Vibration of Buildings: Performance after 4 Years of Operation, and Next Iteration

  • Ghisbain, Pierre;Mendes, Sebastian;Pinto, Marguerite;Malsch, Elisabeth
    • International Journal of High-Rise Buildings
    • /
    • v.10 no.2
    • /
    • pp.117-121
    • /
    • 2021
  • In 2016, an innovative liquid damper system was installed on the roof of a 35-story modular building in Brooklyn, NY to mitigate wind-induced movement of the structure. The new damper presented several advantages over traditional pendulum, liquid column or sloshing dampers, including lower fabrication and maintenance costs, modularity, and the flexibility to be tuned to a wider range of frequencies. The performance of the system was monitored on a regular basis over the past four years and found adequate, with only minor re-tuning and maintenance operations needed. Based on the experience and data gained through this project, a second iteration of the damper was developed. Called Hummingbird, the improved system further mitigates maintenance and tuning concerns, while allowing significant space savings.

Transportation Network Data Generation from the Topological Geographic Database (GIS위상구조자료로부터 교통망자료의 추출에 관한 연구)

  • 최기주
    • Spatial Information Research
    • /
    • v.2 no.2
    • /
    • pp.147-163
    • /
    • 1994
  • This paper presents three methods of generating the transportation network data out of the topological geographic database in the hope that the conversion of the geographic database file containing the topology to the conventional node-link type trans¬portation network file may facilitate the integration between transportation planning mod¬els and GIS by alleviating the inherent problems of both computing environments. One way of the proposed conversion method is to use the conversion software that allows the bi-directional conversion between the UTPS (Urban Transportation Planning System) type transportation planning model and GIS. The other two methods of data structure conversion approach directly transform the GIS's user-level topology into the transportation network data topology, and have been introduced with codes programmed with FORTRAN and AML (Arc Macro Language) of ARC/INFO. If used successfully, any approach would not only improve the efficiency of transportation planning process and the associated decision-making activities in it, but enhance the productivity of trans¬portation planning agencies.

  • PDF

A Position Revision Method by Path-Loss Factor in GIS based Wireless Sensor Node Deployments (GIS기반 무선 센서노드 배치에서 경로손실을 고려한 위치 보정 방법)

  • Bae, Myung-Nam;Kwon, Hyuk-Jong;Kang, Jin-A;Lee, In-Hwan
    • Spatial Information Research
    • /
    • v.19 no.6
    • /
    • pp.111-121
    • /
    • 2011
  • In this paper, we proposes a sensor node positioning algorithm that utilizes the geo-spatial elements and considers the factors to represent the propagation loss generated by the various obstacles in the urban wireless environments. First, we measures the propagation loss about the radio frequencies in major road of the urban, and defines the correlation between the measured loss and the environment information for the road and its surrounding get from Urban GIS. Secondly, through the utilization of the loss-environment correlation, we describes the detailed instruction for requiring the radio coverage decision and deploy system implementation for the wireless sensor node in urban. By the consideration of interference factor by the building and the linear structure of road, we can evaluate the path loss below 5dB RMS error. And, we proposes the way to revise the sensor node deployment based on the corelation and the measured path loss.

Structural System Selection and Highlights of Changsha IFC T1 Tower

  • Jianlong, Zhou;Daoyuan, Lu;Liang, Huang;Jun, Ji;Jun, Zhu;Jingyu, Wang
    • International Journal of High-Rise Buildings
    • /
    • v.3 no.2
    • /
    • pp.99-106
    • /
    • 2014
  • This paper presents the determination of the structural system of the Changsha IFC T1 tower with 452 m in architectural height and 440.45 m in structural height. Sensitivity analyses are carried out by varying the location of belt trusses and outriggers. The enhancement of seismic capacity of the outer frame by reasonably adjusting the column size is confirmed based on parametric studies. The results from construction simulation including the non-load effect of structures demonstrate that the deformation of vertical members has little effect on the load-bearing capacity of belt trusses and outriggers. The elastoplastic time-history analysis shows that the overall structure under rare earthquake load remains in an elastic state. The influence of the frame shear ratio and frame overturning moment ratio on the proposed model and equivalent mega column model is investigated. It is found that the frame overturning moment ratio is more applicable for judging the resistance of the outer frame against lateral loads. Comparison is made on the variation of these two effects between a classical frame-core tube-outrigger structure and a structure with diagonal braces between super columns under rare earthquakes. The results indicate that plasticity development of the top core cube of the braced structure may be significantly improved.

A Study on Circulation System in conjunction with the multi-floored Art Museum - With reference to art museum in Europe - (미술계뮤지엄의 다층화에 따른 동선체계의 변화에 관한 연구 - 유럽 소재 뮤지엄을 중심으로 -)

  • Moon, Jung-Mook
    • Korean Institute of Interior Design Journal
    • /
    • v.19 no.2
    • /
    • pp.107-116
    • /
    • 2010
  • In Europe, traditionally the low-rised buildings for public art museum have been constructed since the 18th century like any other buildings and these are because of the technical issue for construction difficulty. Even if the low-rised art museum buildings are still continued for it's construction, gradually the high-rised art museum buildings begin to be build due to the development of contemporary technology in high-dense modern urban space. This tendency of high-rised art museum building in recent years is expected to affect on the interior space of it and most of all the spatial change in conjunction with circulation system variation is remarkable. Because the circulation system in art museum means tourist's spatial experience and it normally controls the experience of knowledge in art museum. This study is to understand how the multi-floored art museums in Europe affect to the spatial structure and how this is related to the circulation system. And also the study raised an issue on what it's social meaning is. Through these analysis the study can provide the meaning of multi-floored art museum and basic indication in art museum planning. To understand this, the study calculated the number of stories, number of vertical circulation and number of ring-structure space. Also the study tired to use space syntax tools, which are connectivity, integration value, integration value in major space, integration value in vertical circulation and intelligibility value. those tools alculated topological transfiguration of the whole space.Throughout the study, it was concluded that the influence of high-rised art museum in Europe changed the spatial structure and circulation system. The topological center of art museum that has been the grand space since 18th century changed to the vertical circulation due to the it's roll of distributing visitors to each floor. It became a starting point of spatial deployment and experience in art museum.

Construction of Earthquake Disaster Management System Based on Seismic Performance Evaluation of Architectural Structure (건축물 내진성능평가에 의한 지진재해관리정보체계 구축)

  • Kim, Seong-Sam;Cho, Eun-Rae;Yoon, Jeong-Bae;Yoo, Hwan-Hee
    • Journal of Korean Society for Geospatial Information Science
    • /
    • v.15 no.3
    • /
    • pp.59-67
    • /
    • 2007
  • This paper proposes potentialities of constructing the information system for earthquake hazard management which can manage and analyse earthquake risk and hazard systematically. The experimental results as well as architectural structure investment data for seismicity assessment are built in database and connected with GIS for assessing earthquake safety of building in urban area. For earthquake-resistant performance assessment, we collected and classified building structural data according to assessment criteria using building register, architectural map, digital map, and then complemented database with field survey data. We also suggest GIS-based information system can cope with and manage earthquake hazard effectively, as evaluating earthquake risk by performing detailed earthquake-resistant assessment and determining final assessment scores. The assessment should be processed quickly and accurately by integrating the earthquake hazard information management system with modularization of assessment procedure and method in the future.

  • PDF

A study on the development of bus transit management system in the medium-sized cities (중소도시 버스 운송관리시스템 개발에 관한 연구)

  • 유병우
    • Korean Management Science Review
    • /
    • v.3
    • /
    • pp.37-57
    • /
    • 1986
  • Due to the gravitation of the population to Metropoleis caused by the radical industrialization and urbanization after the 1960s. most Korean cities not only have shown the deformed urban structure, but also have faced many serious problems in the public transit system. Especially, the medium-sized cities as the center of the local life have been under the low level of public transit service because of their poor transportation facilities and inefficient operations. Under these conditions, this study aims at improving its level and quality in the local midium-sized cities by performing the following; . to suggest the new idea of the public transit policies for the medium-sized cities. . to develop the Bus Transit Management System and its related computer programs. . to apply the design policies and methods to the Suwon life-circle in order to evaluate their performance.

  • PDF

Challenges in Structural Design of W-Project

  • Kim, Jong Soo
    • International Journal of High-Rise Buildings
    • /
    • v.3 no.3
    • /
    • pp.199-204
    • /
    • 2014
  • W-Project is 70-story mixed-use residential building complex project in Busan, the second biggest city in South Korea. As it is a high rise building complex located at the coast, the residents have great ocean view from the height. Though, there were many difficult challenges to be solved to secure structural safety and meet the serviceability requirements. As it is located on the reclaimed land, securing the foundation bearing capacity on soft soil is the first issue to be solved for the stable structure. W-Project. Busan on the way usual track of typhoon, wind load on structure is also critical for structural safety and serviceability for occupants due to wind vibration. This paper will address process of lateral load resisting structural system of W-Project.