• Title/Summary/Keyword: structural safety performance

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Study on the Safety Assurance for the Temporary Structures (가설구조물 안전성 확보 방안 연구)

  • Lee, Jung Seok;Moon, Seong Oh;Youn, Ye Bin;Lim, Nam Gi;Oh, Tae Keun
    • Journal of the Korean Society of Safety
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    • v.33 no.1
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    • pp.73-80
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    • 2018
  • According to the statistics publication of KOSHA, more than half of serious accidents at the construction sites were related to the temporary works and/or the temporary structures such as scaffoldings, shores, earth retaining walls, etc. The structural failures are occurred because of the overload acting on the structures or lack of performance of the one or more members of the structures. For the prevention of the collapse accidents relating to the temporary structures at the construction sites, we have to control construction processes not to occur the overload and also to control the performance and quality of each member of the temporary structures. MOLIT has amended the "Construction Technology Promotion Act" on Jan. 7th, 2015 to ensure the structural safety of the temporary structures. According to the Act, the designers of the construction design projects should check the structural integrity of the structures including the temporary structures and the construction companies have to let 'the Relative Professionals' confirm the structural integrity of temporary structures, the shores(${\geq}5m$ high) and the scaffolds(${\geq}31m$ high), before construction. Also, MOLIT has amended the "Regulation for Construction Technology Promotion Act" on Jul. 4th, 2016 for quality management and testing of temporary equipments. According th this regulation, the construction companies and supervisors should manage and test the temporary equipments before using them. In this paper, the standard drawings of the shores(< 5 m high) and the scaffolds(< 31 m high) and the amended "Business Guideline for Quality Management of Construction Work" are presented. As the result of this study, MOLIT noticed the amended "Business Guideline for Quality Management of Construction Work" on Jul. 1st, 2017.

A Research Direction of Structural Fire Resistance Design of Steel Structures for Recommendation of PBD in Korea (국내 PBD 기반 설계를 위한 강구조 구조내화설계 구축방향에 관한 연구(I))

  • Kwon, Young-Jin;Lee, Jae-Young
    • Proceedings of the Korea Institute of Fire Science and Engineering Conference
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    • 2008.11a
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    • pp.229-234
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    • 2008
  • Performance based fire engineering design is being adopted around the world as a rationed means of providing efficient and effective fire safety in Building. This development is being supported by the adoption of performance based codes which specify the objective and minimum performance requirements for fire safety traditional design for fire safety which is still practiced in many countries, relies on "prescriptive" codes which specify how a building is to be built, which no statement of objective and little or no opportunity to offer more rational alterative design. It is the aim of this study to investigate and analyze the research direction of structural fire resistance design of steel structures for recommendation of PBD in Korea.

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Assessment of Structural Performance for a Lightweight Soundproof Tunnel Composed of Partitioned Pipe Truss Members (격벽화된 파이프 트러스 요소로 구성된 경량방음터널의 구조적 성능 평가)

  • Noh, Myung-Hyun;Ahn, Dong-Wook;Joo, Hyung-Joong
    • Journal of the Korean Society for Advanced Composite Structures
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    • v.7 no.1
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    • pp.1-8
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    • 2016
  • In this paper, the full-size structural performance test for a lightweight soundproof tunnel composed of partitioned pipe truss members is carried out to investigate the structural performance. In addition, a nonlinear structural analysis of the same finite element model as the full-size testing model is performed to compare the test result. The test and analysis results showed that the lightweight soundproof tunnel ensures the structural safety against wind loads, snow loads and load combinations. As a result, the full-size test and analysis results meet all the design load conditions, hence the proposed lightweight soundproof tunnel is ready for the field application.

Numerical simulation of tuned liquid tank- structure systems through σ-transformation based fluid-structure coupled solver

  • Eswaran, M.;Reddy, G.R.
    • Wind and Structures
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    • v.23 no.5
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    • pp.421-447
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    • 2016
  • Wind-induced and earthquake-induced excitations on tall structures can be effectively controlled by Tuned Liquid Damper (TLD). This work presents a numerical simulation procedure to study the performance of tuned liquid tank- structure system through ${\sigma}$-transformation based fluid-structure coupled solver. For this, a 'C' based computational code is developed. Structural equations are coupled with fluid equations in order to achieve the transfer of sloshing forces to structure for damping. Structural equations are solved by fourth order Runge-Kutta method while fluid equations are solved using finite difference based sigma transformed algorithm. Code is validated with previously published results. The minimum displacement of structure is observed when the resonance condition of the coupled system is satisfied through proper tuning of TLD. Since real-time excitations are random in nature, the performance study of TLD under random excitation is also carried out in which the Bretschneider spectrum is used to generate the random input wave.

Influence of Joint on Retrofitting Effect by Exterior Steel Frames of Existing RC Buildings (외부접합공법의 내진보강효과에 미치는 접합부의 영향)

  • Ahn, Choong Weon;Min, Chan Gi;Noh, Eun Choul;Han, Hong Soo;Kim, Tae Wan
    • Journal of the Earthquake Engineering Society of Korea
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    • v.19 no.4
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    • pp.183-194
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    • 2015
  • In this paper, Nonlinear Static Pushover analysis method(NSP) is proposed which apply to RC buildings reinforced by external retrofit for seismic performance. Based on previous analysis and research, NSP is more developed by connection nonlinearity according to shear resistance mechanism such as dowel and adhesive resistance as major shear resistance elements. According to the proposed method, structural analysis for example buildings was carried out to evaluate seismic performance of buildings. And, it was confirmed that depending on shear strain and characteristics of joint resistant of external retrofitting are different from internal retrofitting. Furthermore, the strength reduction coefficient of the anchor needs to be considered at the joint design.

Role of Supervisor Behavioral Integrity for Safety in the Relationship Between Top-Management Safety Climate, Safety Motivation, and Safety Performance

  • Peker, Mehmet;Dogru, Onur C.;Mese, Gulgun
    • Safety and Health at Work
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    • v.13 no.2
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    • pp.192-200
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    • 2022
  • Background: This study examines whether employee perceptions of supervisor behavioral integrity for safety moderates the relationship between top-management safety climate and safety performance (i.e., safety compliance and safety participation) and the mediated relationships through safety motivation. Methods: Data collected from 389 blue-collar employees were analyzed using latent moderated structural equation modeling. Results: The results indicate that the relationship between top-management safety climate and safety behavior, and the mediating role of safety motivation were replicated. Moreover, the results show that the mediated relationships between top-management safety climate and safety behaviors through safety motivation were stronger for employees who report high supervisor behavioral integrity for safety. Conclusion: The study findings suggest the role of supervisor behavioral integrity for safety in clarifying how the employee perceptions of top-management safety climate transfer to the employee safety behaviors through the motivational pathway.

Examination of the structural design for SWATH ship (최소 선면쌍동선 구조설계에 대한 고찰)

  • 박명규;신영식
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.1 no.1
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    • pp.95-106
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    • 1995
  • The small-waterplane-area-twin-hull(SWATH) ship has been recognized as a promising high performance ship because of her superior seakeeping characteristics and large deck area for various operations compared to the conventional monohull ship. significant advances in analytical technics for the prediction of the ship motions, wave loads and structural responses, structural fatigue and its prediction, and hull vibration for ship motions, wave loads and structural responses, structural fatigue and its prediction, and hull vibration for SWATH ship have been much developed during the last twenty years. Based on these developments in technology an integrated computational procedures for prediction wave loads and structural responses can be used to get a accurate results. But the major problem of SWATH ship's structural design is the accurate prediction of structural responses by the maximum critical loads likely to be experienced during the life of SWATH. To get a easier and safer computational procedures and the analytical approach for determining the accurate structural responses, a case study has been presented through the project experienced.

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A Study on the Structural Relationship between Market Orientation and Performance of CEO's in Small and Medium-sized Companies (중소기업의 최고경영자 특성, 시장지향성 및 성과간의 구조적 관계에 관한 연구)

  • Na, Sang-Gyun
    • Journal of the Korea Safety Management & Science
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    • v.11 no.4
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    • pp.301-310
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    • 2009
  • The present study analyzed empirically the structural relationship among characters, market orientation and performance of CEO's in small and medium-sized companies. The analysis showed that market orientation is affected by CEO's characters in the industry. It was also revealed from the analysis that the business performance and technical renovation of small and medium-sized companies rely fairly on their market orientation. These findings are believed to have great significance in the process of creating market orientation by the industry. That is, CEO's will may play a very important role in pursuit of market orientation and, at the same time, may act as a vital factor for small and medium-sized companies to achieve business performance and to realize technical renovation.

Evaluation of Structural Performance and Dynamic Characteristics of Korean Traditional Timber Structure Sungnyemun (한국 전통 목조건축 숭례문의 구조성능 및 동적특성 평가)

  • Kim, Yeong-Min
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.28 no.6
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    • pp.607-614
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    • 2015
  • In this research, the structural analysis and safety evaluation for Sungnyemun -No.1 national treasure of Korea- was performed. Roof loads were calculated in detail, and structural analysis model was constructed using Midas Gen ver.820. Static structural analysis under vertical loads was performed and safety of main structural members and serviceability of main horizontal members were evaluated. To evaluate dynamic characteristics of Sungnyemun, both field measurements by impact hammer test and eigenvalue analysis by structural analysis software were performed and the results were compared. Sungnyemun showed rooms in their structural capacity.

Development of Chatbot Self-Inspection Scenario for Structural Safety of Existing Reinforced Concrete Buildings (챗봇 활용 철근콘크리트 건축물 구조안전 자가점검 시나리오 개발에 관한 연구)

  • Yang, Jaekwang;Kang, Taewook;Shin, Jiuk
    • Journal of the Earthquake Engineering Society of Korea
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    • v.27 no.6
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    • pp.331-337
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    • 2023
  • Due to the aging of a building, 38.8% (about 2.82 million buildings) of the total buildings are old for more than 30 years after completion and are located in a blind spot for an inspection, except for buildings subject to regular legal inspection (about 3%). Such existing buildings require users to self-inspect themselves and make efforts to take preemptive risks. The scope of this study was defined as the general public's visual self-inspection of buildings and was limited to structural members that affect the structural stability of old buildings. This study categorized possible damage to reinforced concrete to check the structural safety of buildings and proposed a checklist to prevent the damage. A damage assessment methodology was presented during the inspection, and a self-inspection scenario was tested through a chatbot connection. It is believed that it can increase the accessibility and convenience of non-experts and induce equalized results when performing inspections, according to the chatbot guide.