• 제목/요약/키워드: High-rise Office Buildings

검색결과 87건 처리시간 0.04초

건축물 지하생활공간의 연기제어 기술개발 및 실물모의실험 (A Study on the smoke control in underground space of the buildings)

  • 배상환;백기성
    • 대한설비공학회:학술대회논문집
    • /
    • 대한설비공학회 2008년도 동계학술발표대회 논문집
    • /
    • pp.107-110
    • /
    • 2008
  • This study is aimed to develop fundamental technology on the smoke control method by simulation model and scale model simulation technique in underground space. Thereby, this research aimed to establish design elements and technologies required for smoke control system that is suitable to underground spaces of the high-rise residential-commercial and office buildings in order to minimize the loss of lives and property damage in case of fire.

  • PDF

Comprehensive Field Measurement of Indoor Air and Thermal Quality in Naturally Ventilated Office Building with Double-Skin Façade

  • Ito, Kazuhide;Shiraishi, Yasuyuki
    • 국제초고층학회논문집
    • /
    • 제2권4호
    • /
    • pp.293-314
    • /
    • 2013
  • Double-Skin Façade (DSF), which is a kind of passive indoor environmental control technique, is effective way to control environmental loads while maintaining the transparency especially in perimeter zone and hence the adoption example of DSF keep increasing recently. The objective of this study was to perform a field survey of air quality environment with natural ventilation through DSF and thermal environment within office building with six stories during a mild climate period in Japan. Moreover, to understand the comprehensive environmental performance of the target building, questionnaire survey was conducted to subjectively evaluate the productivity and satisfaction with the environmental factors in office space. In this field measurement, there was a positive correlation between the DSF internal ventilation flow and the amount of solar radiation on the DSF normal surface; the primary driving force for ventilation in the DSF was considered to be the buoyancy force caused by solar radiation. The results of questionnaire survey with regard to productivity level indicated the need for improvement in the thermal (temperature) and spatial environment (room size and furniture placement).

9층 공학목재 사무소 건물의 성능기반 내진설계 (Performance-based Seismic Design of 9-Story Engineered Wood Office Building)

  • 추유림;김태완;김승래
    • 한국지진공학회논문집
    • /
    • 제22권4호
    • /
    • pp.225-233
    • /
    • 2018
  • One of engineered woods, glued laminated timber (GLT), can provide a constant level of performance and desired strength even if the quality of wood is low. Due to this fact, there is a growing interest in GLT using domestic species and related research has been carried out continuously. In addition, GLT is popularly being applied to the long-span or high-rise structures overseas. However, KBC 2016 does not allow the engineered woods to be used for middle and high-rise buildings by limiting height. Therefore, a proper design procedure and rationale should be clearly presented by the help of performance-based seismic design. With this background, the goal of this study is to establish a specific procedure for design of a 9-story building with RC shear walls and GLT frames according to the performance-based design of KBC 2016. The performance objectives were set according to KBC and the acceptance criteria for each goal were defined. The RC shear walls and GLT frames were designed by concrete and wood structure requirements, respectively. Analytical models were developed to reflect their nonlinear features, and both nonlinear static and dynamic analyses were conducted. Performance evaluation results showed that the shear walls have insufficient shear strength, so they were re-designed. Consequently, it has been confirmed that GLT frames can be applied to a 9-story office building with the assistance of RC shear walls and performance-based seismic design.

Innovative Design and Practice in Horizontal Skyscraper-ChongQing Raffles

  • Li-Gang, Zhu
    • 국제초고층학회논문집
    • /
    • 제11권3호
    • /
    • pp.197-205
    • /
    • 2022
  • One of important design challenges in Chongqing Raffles City Plaza project is Sky Bridge structural design and its connection scheme in high level. This article systematically describes the structural system and its design and analysis methodology, with discussing the impacts on structural performance due to different connection approaches. The seismic isolation scheme in high level is innovatively adopted to the final design. Under the conditions of various load cases, the different models and assumptions are implemented. A full assessment on Sky Bridge's structural performance, seismic isolation, and its connection is conducted in terms of seismic performance based design. By co-operating with architecture, MEP and other disciplines, the structural economy index is fulfilled.

경계조건의 조절에 따른 합성 데크플레이트 슬래브의 거동특성에 관한 연구 (A Study on the Dynamic Characteristics of Composite Deck Plate According to the Modification of Boundary Conditions)

  • 김우영;정은호;엄철환;김희철
    • 한국소음진동공학회:학술대회논문집
    • /
    • 한국소음진동공학회 1998년도 춘계학술대회논문집; 용평리조트 타워콘도, 21-22 May 1998
    • /
    • pp.371-376
    • /
    • 1998
  • As the requirement of high-rise buildings in big cities increases, steel structural system becomes more popular in spite of the relatively higher material cost compared to that of the concrete structural system. Most of the steel structure adopts metal deck floor system because of the easiness in construction. However, the metal deck floor system has a weakness on vibration which became very important factor in office buildings, hotels and residential buildings as the more sensitive machines being used. Therefore, most, of the building codes in many countries restrict the natural frequency of the each floor should be higher than or equal to 15 Hz. Floor vibration of the KEM deck composite floor system which has been , developed recently from the engineers and scientists in Korea was measured. Also, the simplified analytical derivation of natural frequency for each floor was studied according to the measured natural frequency for each different boundary condition of the floor. As the length of the slab gets bigger, the natural frequency of the slab becomes lower even though the structural designer still considers it as a one-way slab.

  • PDF

서울 도심 사무활동입지의 변화와 특성 (The Changing Characteristics of Office Location in Central Seoul)

  • Kee-Bom Nahm
    • 한국경제지리학회지
    • /
    • 제1권2호
    • /
    • pp.85-102
    • /
    • 1998
  • 최근 서울 도심부는 많은 변화를 겪고 있다. 서울경제의 기반이 3차 산업과4차 산업으로 변모하면서 도시산업구조가 재편되고 있다. 사업서비스산업이 급속히 성장하고 그 수요에 발 맞추어 대규모 도심재개발사업이 진행되고 있다. 이제 도심의 사무활동은 서울경제 발전의 핵심적인 부문으로 등장했으며 도심 고층건물의 스카이라인은 서울의 경제변화를 주도하고 있다고 해도 과언은 아니다. 서울의 사무활동과 사무빌딩의 입지가 강남과 영등포 등의 신도심으로 분산되고 있는 경향이 보고되고 있기는 하나 주요 사무활동은 여전히 도심지역에 집중하고 있다 이 논문에서는 사무활동을 협의로 정의하고 사무빌딩도 상업, 교육활동 등을 제외한 본래적 의미의 업무빌딩만으로 한정하여, 그 입지변화상을 추적하고 특성을 파악한다. 서울의 사무활동은 공간분업적 집중과 분산이라는 유형을 보이고 있으며, 전반적인 분산화경향에도 불구하고 핵심적인 조정 .통제기능은 여전히 도심지역에 집중하고 있다. 이사적.기능적 통합을 통해 새로운 제조-유통-사무활동의 집적지를 형성하고 집적의 이익을 향유하기 때문에 계속된다. 특히 도심이라는 장소적 특성이 오랜 세월의 축적과 함께 도시의 문화경제를 형성하여 서울의 도시경쟁력 향상과 도시의 지역적 전문화를 촉진하고 있다. 도시공간정책은 이러한 도심지역의 특성화를 촉진하는 방향으로 이루어져야 할 것이다.

  • PDF

The Structural Engineering Design And Construction Of The Tallest Building In Europe Lakhta Center, St. Petersburg. Russia

  • Abdelrazaq, Ahmad;Travush, Vladimir;Shakhvorostov, Alexey;Timofeevich, Alexander;Desyatkin, Mikhail;Jung, Hyungil
    • 국제초고층학회논문집
    • /
    • 제9권3호
    • /
    • pp.283-300
    • /
    • 2020
  • The Lakhta Center is a Multifunction Complex Development (MFCD) consisting of 1) an 86 story office tower rising 462 m above the ground to provide high-end offices for Gazprom Neft and Gazprom Group affiliates 2) a Multi-Function Building (MFB) that includes, a scientific/educational center, a sport center, a children's technopark, a planetarium, a multi-transformable hall, an exhibition center, shops, restaurants, and other public facilities 3) a Stylobate 4) "The Arch, which forms the main entrance to the tower, restaurants, and cafes 5) underground parking and 6) a wide range of large public plazas. While each of the MFCD buildings is technically challenging in its own right, the focus of the paper is to present the development and integration of the structural and foundation systems of the bowed, tapered, and twisted shape of the tower into the fabric of the tallest Tower in Europe.

경기도의 옥상녹화 가용면적 추정과 이의 정책적 함의 (Estimation of the Potential Area for Roof Greening in Gyeonggi-do and Its Implications)

  • 박은진;남미아;강규이
    • 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.

Energy Modeling of a Supertall Building Using Simulated 600 m Weather File Data

  • Irani, Ali;Leung, Luke;Sedino, Marzia
    • 국제초고층학회논문집
    • /
    • 제8권2호
    • /
    • pp.101-106
    • /
    • 2019
  • Assessing the energy performance of supertall buildings often does not consider variations in energy consumption due to the change of environmental conditions such as temperature, pressure, and wind speed associated with differing elevations. Some modelers account for these changing conditions by using a conventional temperature lapse rate, but not many studies confirm to the appropriateness of applying it to tall buildings. This paper presents and discusses simulated annual energy consumption results from a 600 m tall skyscraper floor plate located in Dubai, UAE, assessed using ground level weather data, a conventional temperature lapse rate of $6.5^{\circ}C/km$, and more accurate simulated 600 m weather data. A typical office floorplate, with ASHRAE 90.1-2010 standards and systems applied, was evaluated using the EnergyPlus engine through the OpenStudio graphical user interface. The results presented in this paper indicate that by using ground level weather data, energy consumption at the top of the building can be overestimated by upwards of 4%. Furthermore, by only using a lapse rate, heating energy is overestimated by up to 96% due to local weather phenomenon such as temperature inversion, which can only be conveyed using simulated weather data. In addition, sizing and energy consumption of fans, which are dependent both on wind and atmospheric pressure, are not accurately captured using a temperature lapse rate. These results show that that it is important, with the ever increasing construction of supertall buildings, to be able to account for variations in climatic conditions along the height of the building. Adequately modeling these conditions using simulated weather data will help designers and engineers correctly size mechanical systems, potentially decreasing overall building energy consumption, and ensuring that these systems are able to provide the necessary indoor conditions to maintain occupant comfort levels.

부분 고정 강골조의 응력해석 (Stress Analysis of Semi-Rigid Steel Frame)

  • 안성기;김순철;이수곤
    • 한국전산구조공학회:학술대회논문집
    • /
    • 한국전산구조공학회 2000년도 봄 학술발표회논문집
    • /
    • pp.35-42
    • /
    • 2000
  • Among the various models proposed for the description of semi-rigid connection behavior, Kinney's fixity facto. (=f) definition is adopted. If one follows this definition, f=1.0 signifies a completely fixed connection and f=0.0, the frictionless hinge. Kim's new slope-deflection equations based on the Kinney's fixity factors are the principal idea of this paper. Proposed finite element program also includes the effect of axial shortening of column, which is neglected in the stress analysis of frame leg conventional slope-deflection method. For the economic design, especially for the saving of beam weight in the high-rise office buildings or apartment houses, the proposed method can be applied.

  • PDF