초록 ▼

(1세부)
■ 초고층건축을 포함한 현대건축은 단지 문화 다원주의의 지배에 대한 인식을 통해서 이해할 수 있으며, 일찍이 초고층건축 디자인은 국제주의의 출현과 함께 시작되었지만 오늘날 초고층 건축물들은 다양한 건물유형들과 디자인 방법들이 반영되고 있음
■ 이러한 현대 디자인 흐름은 Twisted/Tapered/Tilted/Freeforms와 같은 다양한 건물형태들을 생성하였다. 비정형 통합설계 시스템개발 연구에서는 세계 최고의 연구실용화 능력을 통하여 초고층 복합빌딩 최적화 설계기술의 개발을 목적으로, 본 연구진은 초고층건

(1세부)
■ 초고층건축을 포함한 현대건축은 단지 문화 다원주의의 지배에 대한 인식을 통해서 이해할 수 있으며, 일찍이 초고층건축 디자인은 국제주의의 출현과 함께 시작되었지만 오늘날 초고층 건축물들은 다양한 건물유형들과 디자인 방법들이 반영되고 있음
■ 이러한 현대 디자인 흐름은 Twisted/Tapered/Tilted/Freeforms와 같은 다양한 건물형태들을 생성하였다. 비정형 통합설계 시스템개발 연구에서는 세계 최고의 연구실용화 능력을 통하여 초고층 복합빌딩 최적화 설계기술의 개발을 목적으로, 본 연구진은 초고층건축 설계/엔지니어링 기술들을 100% 자립화하고, 국내 설계 엔지니어링 기술이 세계경쟁력을 갖추도록 다음과 같이 연구를 진행함
- 초일류 엔지니어링 능력 보유를 목표로 비정형 초고층 구조시스템의 경제성과 구조 및 시공 안정성 확보가 가능한 구조설계기술개발
- 세계수준 엔지니어링 역량 확보를 위한 요소기술 복합과 첨단IT 융합에 의한 비정형 구조시스템 설계 전산플랫폼 개발
(3세부)
■ 국내 독자기술의 하이브리드 풍진동 제진장치 설계/제작 기술 개발 및 세계일류 브랜드 창출
■ 비정형 구조물 풍하중 산정 및 시공단계별 풍진동 특성평가 기술 개발
■ 비정상 하중에 의한 초고층 복합빌딩의 연쇄붕괴 방지기술의 확보를 통한 세계 최고의 엔지니어링 능력 보유
■ 초고층 건축물의 입지여건, 건축물 특성 등의 다양한 요인을 고려한 테러위험도 평가모델을 개발하고, 각 위험도 평가등급에 따라 비용효율적으로 차등 적용할 수 있는 폭발물 테러 예방 및 피해경감을 위한 구조/계획 설계지침을 개발
(4세부)
■ 해당 연구는 초고층 지능형 유지관리 기술개발과제로서 초고층 빌딩의 효율적인 운영을 전력망연동형 초고층빌딩 에너지관리플랫폼 및 초박형 LED 조명과 초고층 복합빌딩 분산 및 통합관리 솔루션을 개발함
■ 인도네시아 자카르타에 위치한 시즌시티 건물에 해당 개발 기술을 적용하여 파일럿테스트를 수행함
■ 분산 및 통합관리 솔루션은 건물정보데이터(건물정보모델)을 기반으로 FMS를 구성하고 최종적으로 사용자별로 구성된 화면을 제공함
■ 설계 및 시공에서 제작된 건물정보데이터 정보를 유지관리에서 활용할 수 있도록 건물정보데이터 기술에 대한 요소모델을 정의하고 지침을 개발함
■ 전력수요관리 모듈과 개방형표준을 적용한 전력망연동형 초고층빌딩 에너지관리플랫폼을 개발함
■ LED 조명은 디자인적 요소를 고려한 초박형 형태의 LED로서 두께 5 mm 이하 초박형/초경량 면조명과 면광원을 독자적으로 개발하고 해당 면광원을 관리할 수 있는 조명제어관리시스템을 개발함
■ 대규모 센서네트워크를 통합관리시스템으로서 원격으로 관리하는 소프트웨어와, 하위시스템의 복잡도와 하드웨어에 따라 발생하는 여러 가지 제한을 추상화하고, 시설물이나 환경감지에 사용되는 각종 센서류의 다양한 출력에 대해 아날로그/디지탈적인 대응이 가능한 센서네트워크미들웨어를 개발함

Abstract ▼

(The 1st Particulars)
Ⅳ. Final Results and application of Research
■ Classification of complex-shaped super tall buildings and development of the prototypes
■ Behavior evaluation of diagrid substructure with lateral supports using finite element analysis and influence evaluation of out-of -

(The 1st Particulars)
Ⅳ. Final Results and application of Research
■ Classification of complex-shaped super tall buildings and development of the prototypes
■ Behavior evaluation of diagrid substructure with lateral supports using finite element analysis and influence evaluation of out-of -plane lateral supporting member constraining lateral displacement of diagrid.
■ Applicability check for existing construction sequence analysis program to complex-shaped super tall buildings by applying to Marina Bay Sands Hotel projects which is currently under construction
■ Analysis of behavior characteristics of time-dependent members by applying the developed long-term behavior analysis algorithm for RC members to parametric studies
■ Development of local ground motion selection, scaling, and earthquake risk evaluation technology for complex-shaped super tall buildings
■ Process of performance assessment and detail optimization for structural components of complex-shaped tall building
■ IT based seismic performance evaluation of complex-shaped tall buildings
■ Design guide for structural systems of complex-shaped tall buildings
■ Developing an integrated platform for design optimization, StrAuto, which executes model creation, analysis, design, optimization, and evaluation of the structural system of complex-shaped buildings
■ StrAuto is able to generate numerous design alternatives in real time by controlling design parameters, to auto-generate and evaluate thousands to tens of thousands of alternatives in a short amount of time.
■ StrAuto creates new combinations of parameters based on the feedback results of structural analysis, through which the automated iterative analysis is enabled to a limited extent and quantity/performance optimization is realized.
■ Validating technical feasibility and creating a brand by the application to 11 global high-profile projects
■ Developing RebarHUB which realized the world’s first practical implementation of the 3D BIM environment for the detail design of reinforced concrete structure and precise quantity take off
■ Auto-generating 3D structural models and design information out of 2D drawing recognition, based on which 3D rebar detail design is done reflecting design codes and workability
■ Precise quantity estimation based on rebar layout automation and detail design
■ Function verification by applying to dozens of global projects
■ NET (New Excellent Technology) Certification, No. 704, Korean Ministry of Land, Infrastructure and Transport (June 2013)
(The 3rd Particulars)
IV. Results of R&D
■ Wind-induced Vibration Control Technology
● Development of design and manufacturing technologies of hybrid damping device controller.
· Development of controllers for active/hybrid damping devices by the convergence of mechanics, electronics, and architectural engineering.
· Performance verification through the application of the developed technologies to real world pilot projects.
· Build-up brand power based on the application actual results and enhancement of the competitiveness in the world market.
● Convergence of computational design platform and wind-induced vibration technology.
· Development of SW module for optimal design of the number, capacity, and the placement of the damping devices for reducing the wind-induced responses of a super-tall building.
· High-speed design of structural system alternatives including the application of the damping devices and performance evaluation.
● Accurate estimation of wind load and structural response of a super-tall building.
· Development of wind-load generation SW and the procedure of the wind-induced responses of a super-tall building.
· Revision of wind-speed map in Korea based on the meteorological office data.
● Database and web-based monitoring system construction of the wind-induced responses and performance of the control devices.
· Construction of real-time/web based monitoring system and database of ambient and strong wind induced vibration.
· Estimation of structural period, damping ratio and mode shape based on the monitored data and design application.
· Performance verification of the damping device based on the monitored data.
■ Evaluation technology and structural system of progressive collapse potential
● The mega-frame structure with four corner columns did not satisfy the design guidelines for progressive collapse and the retrofit schemes with additional mega-braces were most effective in increasing progressive collapse resisting capacity.
● The progressive collapse potential of diagrid system structures was relatively low and did not vary significantly depending on the number of stories.
● The developed MATLAB-based program turned out to be accurate and efficient in finding out critical members for progressive collapse.
● Database for design criteria of progressive collapse was made.
● The materials for related technologies has been added on the website of MIDAS IT for the promotion and education of professionals.
● Development of a procedure for performance evaluation automation according to process of linear static analysis.
● A software for data pre-processing and post-processing for progressive collapse analysis and design was developed.
● Analytical modeling of blast loads.
● Determination of material models of concrete and reinforcement under rapid strain rate.
● Evaluation of blast resisting performance for RC columns and CFT columns.
■ Prevention technology of progressive collapse potential
● An evaluation of blast resistance performance of RC columns according to the shape of cross section
● Evaluation of blast resistance performance for CFT columns by using computational analysis
● An modeling method for the progressive collapse analysis of RC structure
● A method for the progressive collapse analysis of RC frame structure due to blast load by using computational analysis
● Analysis and design to prevent progressive collapse of reinforcement concrete tall building using applied element method
● Reduced degree of freedom modeling for progressive collapse analysis of tall buildings using applied element method
● Development of simplified analysis program using equivalent static loading for tall building
■ Development of Design Guidelines of Super High Rise Buildings for Protecting from Terrorism
● 9 guidelines of Risk Management Series developed by FEMA were analyzed and the data base of architectural design guidelines were established, which are applicable to super high rise building for protection from bomb attack.
● 4 layers of defense were deduced as follows: (1)characteristics of the surrounding area, (2)site perimeter, (3)exterior space of the site, (4)building envelope and interior space.
● For each layer of defense, factors and design elements effecting on the level of terrorism risk were categorized.
● Based on the AHP process, the weights of evaluation elements were extracted. And including evaluation level integration methodology, mutual supplementary effects within the similar elements were reflected. As a result, guidelines for assessing the terrorism risk were suggested.
● Developing architectural design guidelines: The guidelines of each design element were graded based on the protection level and organized for reflecting mutual supplementary effects. As a result, architectural design guidelines for protecting from terrorism and matigating damage were developed and cost-efficient application methods were suggested.
● The progression of damage and the failure mechanisms of structural components by blast loading were analyzed. Then, the key factors for the performance evaluation of structural elements were derived from damage levels and mechanisms.
● The blast resistance of structural elements was estimated based on analysis methods, damage levels, and target protection
● The structural layouts, systems, and elements were categorized according to foreign structural design guides and standards. And the risk assessment of high rise buildings in the country were conducted.
● The methods to secure the ductility of structural elements and the integrity of structural systems in super tall buildings were suggested through the performance evaluation of blast-resistance and ductility of the structural members.
● The program for blast response analysis of structural elements using the dynamic analysis procedure of single-degree-of-freedom system was developed for practical design applications.
● The basic structural guideline for blast mitigation of super tall buildings was developed.
■ Law/Regulation and Supportive Policies for Super Tall Building
● Promoting Special Law for super tall building
- It carried out the investigation and summarization on the status of each element by deducing respective detailed component of total 10 items that consist the super tall building construction special law system (plan). Detailed component for each composition item is as follows.
- ① Pre-approval: Liaison with city planning elements, Prior Impact Assessment, ② Construction permit; Construction permit and Construction permit procedure, ③ Construction supervision: Construction supervisor, ④ Approval to use: Approval to use of super tall building, Approval to use a part (temporary) of super tall building, ⑤ Space planning: Planning components such as building coverage ratio, height limit, ⑥ Structure/Material: Technology and Structure standard, ⑦ Disaster Confrontation:Evaluation/Disaster prevention, Terror prevention, ⑧ Equipment standard: Construction Equipment Standard, Elevator, ⑨ Maintenance: Building Maintenance, Change of Building Use, ⑩Green Certification: Environment-friendly Energy, Reducing Greenhouse Gas
● Plan to improve the system of super tall building
- Suggest an improvement plan about super tall building evacuation and disaster prevention and etc.
● Investigation on the performance evaluation regulation and system
- This study carries out the investigation on the primary guideline of non-residential and residential building regulation, and also suggests the detailed design direction.
● Preparing the foundation for the evaluation of green performance in super tall building construction
- Comparison and analysis on the evaluation elements and standard were carried out by collecting the evaluation item that is related to the evaluation criteria. Based on this, detailed evaluation item and elements for super tall building was suggested.
● In case of Planning permission, the overall process is classified into 3 stages: ①preliminary (preparation) stage, ②evaluation stage, ③determination stage. Planning permit document that the federal and local government require should be submitted to apply for the permit. In relation to this, considerations for the permit by government were studied to carry out a super tall building project, by researching previous planning permit cases that were applied to tall building in England and US(New York, Chicago).
■ Development of Design & Marketing System for Green Vertical City
● Construct DB of Super Tall mixed-use buildings (http://www.stbdb.org)
● Investigate the correlation between city index and the number of super tall buildings in the world major cities
● Parking Guidance System
● Suggestion of improvement in standard ecological area rate (act/policy)
● Draw influential elements of function complex of Super Tall Buildings
● Suggestion of programme algorithm for vertical circulation plan in Super Tall buildings
● Type selection for mass plan for Super Tall Buildings & Development of evaluation tool for 2 dimension efficiency
● Draw influential elements of facade design of Super Tall Buildings
● Suggestion of guideline draft on sensor network & scenario based sensor application concerning comfortableness
● Construction of efficient residential area DB & Establishment of criteria for comfortableness (livability)
● Analysis on Lease Span for efficient floor plan & Draw its components
● Establishment of feasibility criteria of Super Tall Buildings
● Draw social & cultual characteristics of Super Tall Buildings and its value improving element
(The 4th Particulars)
IV. Results of R&D
■ Power resource information acquisition & analysis system development
● Power resource modeling
● Power data acquisition technology, Modbus, BACnet, COSEM / DLMS technology research
■ Implementation of the grid connected integration B2G platform development
● Ÿ Implementation of the grid connected integration B2G platform architecture
● higher system integration module technology
■ e-App Portal development
● e-App Portal functionality and user requirements, architecture design, production
● Developing user interface
■ Super-Slim LED Planar Lighting System
● Super-slim LED planar lighting module development
● Lighting control/management system development
● Supporting remote site management with smart mobile devices
■ Multi-module sensor for supertall building complex
● Multi-module sensor for supertall building complex
● External environment of the sensor interface (weather sensors, environmental sensors in the atmosphere)
● Internal environment sensor interface (Indoor Air Quality Sensor, Oxygen,CO, CO2) Prototype
● Communication Antenna Optimization using the case study
■ u-SISN gateway development
● Ÿ Design of u-SISN gateway
● ARM-based Integrated gateway prototype
■ u-SISN middleware development
● Design of u-SISN middleware
● u-SISN middleware developing & porting to the system
■ Installing real-site test bed
● Installing & operating the system in GSBC
■ LCC based FMS solution for supertall building
● Maintenance management system and BIM-based FMS system are analyzed
● The basic system is established based on BIM maintenance system
■ Supertall FMS standard feature selection and model development & Supertall FMS standard business process definition
● Supertall building FMS standard features derived
● Domestic FMS system Case Study
● Domestic FMS functional systems research / analysis
■ Development for the Supertall FMS standard operation guideline
● Standard features 10 menus and 58 Sub menu selection and also establish functional systems
● Developing for standard feature functions
■ Design of Supertall FMS standard operation guideline
● Analysis for energy savings & operation process of supertall FMS
● Design of technical Database based on FMS system Case Study
● Supertall FMS standard operation guideline
■ Pilot test for FMS
● Installing & operating FMS solution in Intiland Building, Indonesia
■ Operation manual for BIM-based information modeling guideline for facility management
● Maintenance management system analysis
● Operation manual for Maintenance management system using BIM
● Research for Maintenance management system model
■ Modeling of BIM-based information modeling guideline for facility management
● Crime / Disaster BIM property field
● Machine / Facility BIM property field
● Power / IT BIM property field
● Architectural Space BIM property field
■ Guideline of BIM-based information modeling guideline for facility management
● Crime / Disaster BIM property field
● Machine / Facility BIM property field
● Power / IT BIM property field
● Architectural Space BIM property field

목차 Contents

• 표지 ... 1
• 보고서 요약서 (1세부) ... 2
• 보고서 요약서 (3세부) ... 3
• 보고서 요약서 (4세부) ... 4
• 1세부 요 약 문 ... 5
• 3세부 요 약 문 ... 9
• 4세부 요 약 문 ... 23
• SUMMARY (The 1st Particulars) ... 27
• SUMMARY (The 3rd Particulars) ... 31
• SUMMARY (The 4th Particulars) ... 46
• 목차 ... 51
• 제 1 장 연구개발과제 개요 ... 54
• 제 1 절 연구개발의 목적 및 필요성 ... 54
• 1. 연구개발의 필요성 ... 54
• 2. 연구개발의 목적 및 목표 ... 60
• 제 2 절 연구개발의 정의, 범위, 특징 ... 95
• 1. 연구개발기술의 정의 ... 95
• 2. 연구개발의 범위 ... 113
• 3. 연구개발의 특징 ... 116
• 제3절 관련분야의 국내외 기술개발 현황 ... 124
• 1. 국내 기술현황 ... 124
• 2. 국외 기술현황 ... 140
• 제 4 절 연구개발결과가 관련분야에서 차지하는 위치 ... 161
• 1. 연구개발기술의 우수성 ... 161
• 2. 연구개발 기술의 차별성 ... 164
• 제 2 장 연구개발 수행 내용 및 결과 ... 167
• 제 1 절 연구수행 전략 및 방법론 ... 167
• 1. 제1세부 : 비정형 통합설계 시스템 개발 ... 167
• 2. 제3세부 : 구조성능개선 기술 개발 ... 169
• 3. 제4세부 : 초고층빌딩 유지관리 기술 개발 ... 177
• 제 2 절 연구수행과정 및 내용 ... 179
• 1. 제1세부 : 비정형 통합설계 시스템 개발 ... 179
• 2. 제3세부 : 구조성능개선 기술 개발 ... 299
• 3. 제4세부 : 초고층 지능형 유지관리 기술 개발 ... 451
• 제 3 장 최종 연구성과 및 적용실적 ... 562
• 제 1 절 개별 연구성과명 ... 562
• 1. 개별 연구성과 설명 ... 562
• 2. 주요 연구성과(학술적 성과 및 기술적 성과) ... 572
• 3. 기술 실시 및 적용사례 ... 599
• 4. 기술개발 성과의 국내외 시장 전망 ... 611
• 제 4 장 연구목표 달성 및 효과 ... 615
• 제 1 절 연구개발 최종목표 달성도 ... 615
• 1. 연구개발 목표 달성도 ... 615
• 제 2 절 연구개발 성과의 기술적 효과 ... 628
• 1. 제1세부 : 비정형 통합설계 시스템 개발 ... 628
• 2. 제3세부 : 구조성능 개선 기술 개발 ... 629
• 3. 제4세부 : 초고층빌딩 유지관리 기술 개발 ... 630
• 제 3 절 연구개발 성과의 경제적 효과분석 ... 631
• 1. 제1세부 : 비정형 통합설계 시스템 개발 ... 631
• 2. 제3세부 : 구조성능 개선 기술 개발 ... 632
• 3. 제4세부 : 초고층빌딩 유지관리 기술 개발 ... 634
• 제 4 절 연구개발 성과의 정책적 효과분석 ... 635
• 1. 제1세부 : 비정형 통합설계 시스템 개발 ... 635
• 2. 제3세부 : 구조성능 개선 기술 개발 ... 636
• 3. 제4세부 : 초고층빌딩 유지관리 기술 개발 ... 637
• 제 5 장 연구성과의 활용 및 추가연구 필요성 ... 638
• 제1절 연구성과 향후 활용방안 ... 638
• 1. 기술실시 계획 ... 638
• 2. 판매계획 ... 641
• 3. 사업화 추진방안 ... 643
• 4. 정책반영 계획 ... 645
• 5. 기존 연구 및 타 연구와의 연계 방안 ... 647
• 제 2 절 추가연구 필요성 ... 649
• 1. 제1세부 : 비정형 통합설계 시스템 개발 ... 649
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