• Title/Summary/Keyword: Education Buildings

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A Study on Teaching Methods of Trigonometric Functions through Experimental Mathematics measuring height and width of buildings (건물의 높이.너비 측정하기 체험수학 활동을 통한 삼각함수 지도방안)

  • Kim, Ki-Won;Kim, Mi-Na
    • Communications of Mathematical Education
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    • v.23 no.3
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    • pp.785-801
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    • 2009
  • The education of mathematics is comprised of formal thoughts so students lose interest and they don't have a chance to have a liberal mind. To solve this problem, recently, the flow of mathematic education is changing from formal mathematics to experimental mathematics, which focuses on student's activity and experience. Experimental mathematics can improve student's interest and participation. This study is about teaching methods of trigonometric functions through experimental mathematics measuring height and width of buildings. For measuring height of buildings we use clinometer and for measuring width of buildings we developed a mathematical tool with which we can measure angle for width of buildings. Through this activity, students obtained an interest in mathematics and they gained a positive attitude for the lesson. If we use this experimental mathematics method in high school, it's possible to reduce fears of mathematics and to increase an interest for mathematics.

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On the fundamental period of infilled RC frame buildings

  • Asteris, Panagiotis G.;Repapis, Constantinos C.;Cavaleri, Liborio;Sarhosis, Vasilis;Athanasopoulou, Adamantia
    • Structural Engineering and Mechanics
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    • v.54 no.6
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    • pp.1175-1200
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    • 2015
  • This paper investigates the fundamental period of vibration of RC buildings by means of finite element macro-modelling and modal eigenvalue analysis. As a base study, a number of 14-storey RC buildings have been considered "according to code designed" and "according to code non-designed". Several parameters have been studied including the number of spans; the span length in the direction of motion; the stiffness of the infills; the percentage openings of the infills and; the location of the soft storeys. The computed values of the fundamental period are compared against those obtained from seismic code and equations proposed by various researchers in the literature. From the analysis of the results it has been found that the span length, the stiffness of the infill wall panels and the location of the soft storeys are crucial parameters influencing the fundamental period of RC buildings.

A Study on the Evaluation of Energy Performance According to Greenery Cover in Education Buildings (학교건물에서의 외피녹화에 따른 에너지성능 평가에 관한 연구)

  • Seok, Ho-Tae;Yang, Jeong-Hoon;Jung, Jae-Woong
    • Journal of the Korean Solar Energy Society
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    • v.28 no.6
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    • pp.40-47
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    • 2008
  • The importance for energy consumptions has being emphasized because of problems of the energy and environment. Especially, education buildings among public buildings which have being emphasized the application of environment-friendly elements because of large energy consumptions. Accordingly, this study established parameters of green walls and green roofs which have ecological effects and energy savings. And then this study analyzed indoor thermal environments and energy consumptions due to green walls and green roofs through the energy simulation(Visual DOE 4.0) and the actual measurement.

The effect of accidental eccentricities on the inelastic torsional response of buildings

  • Georgoussis, George K.;Mamou, Anna
    • Structural Engineering and Mechanics
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    • v.75 no.2
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    • pp.145-155
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    • 2020
  • This paper investigates the influence of spatial varations of accidental mass eccentricities on the torsional response of inelastic multistorey reinforced concrete buildings. It complements recent studies on the elastic response of structural buildings and extends the investigation into the inelastic range, with the aim of providing guidelines for minimising the torsional response of structural buildings. Four spatial mass eccentricity configurations of common nine story buildings, along with their reversed mass eccentricities subjected to the Erzincan-1992 and Kobe-1995 ground motions were investigated, and the results are discussed in the context of the structural response of the no eccentricity models. It is demonstrated that when the initial linear response is practically translational, it is maintained into the inelastic phase of deformation as long as the strength assignment of the lateral resisting bents is based on a planar static analysis where the applied lateral loads simulate the first mode of vibration of the uncoupled structure.

A Study on Evaluation Indicator Analysis of the Green Building Certification - Focused on Post Evaluation of the Education Facilities case in Seoul - (친환경건축물인증제도의 평가지표 분석에 관한 연구 - 서울시 학교시설의 사후평가를 중심으로 -)

  • Moon, Sun-Ki;Shin, Eun-Kyung;Kim, Sei-Yong
    • Journal of the Korean Institute of Educational Facilities
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    • v.20 no.3
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    • pp.41-52
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    • 2013
  • In the current condition of seeking eco-friendly development, Green Building Certification Criteria can reduce environment burden that is able to be arose in life cycles of buildings. Moreover, it is a great help to induce to constructing pleasant environment. The ripple effect that also improves saving of energy and resources of the whole country, and green-house gases reduction effect and environment friendliness of other buildings can be expected by promoting eco-friendly education facilities which accounts for a great part of public buildings in comparison with other buildings. In this study, analysis of old and new indicators' contrast and contents in Green Building Certification, and post evaluation of education facilities and interviews on authorities were proceeded for improving evaluation indicator of each item in Green Building Certification Criteria. As a result, it analyzed problems in terms of institution and operations management, and drew implications accordingly. In addition, it has a significance in that it proposes improvements of substantively applicable indicators with high applicability.

A Basic Study on Construction Costs Comparison between LEED and non-LEED Certified Educational Buildings (교육시설물의 LEED 인증유무에 따른 공사비 비교를 위한 기초연구)

  • Ha, SunGeun;Jang, JunHo;Kim, JiMyong;Son, Kiyoung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.05a
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    • pp.262-263
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    • 2017
  • Currently, the environmental certification such as BREEAM and LEED has been improved for the sustainable development and related research is conducted continuously. Especially, in the respect of economy, it is reported that the construction costs of the certified buildings are more increased than non-certified buildings. However, the report has not focused on the educational building but the residential and commercial buildings. Therefore, the objective of this study is to analyze the difference of construction costs between LEED and Non-LEED educational buildings. To achieve the objective, the buildings data are collected in 21 universities then T-test is used for examining the construction costs. As a result, it shows that the construction costs of LEED buildings are increased by 3.8% comparing with non-LEED buildings.

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Seismic analysis of 3-D two adjacent buildings connected by viscous dampers with effect of underneath different soil kinds

  • Farghaly, Ahmed Abdelraheem
    • Smart Structures and Systems
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    • v.15 no.5
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    • pp.1293-1309
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    • 2015
  • 3D two adjacent buildings with different heights founded in different kinds of soil connected with viscous dampers groups, with especial arrangement in plane, were investigated. Soil structure interaction for three different kinds of soil (stiff, medium and soft) were modeled as 3D Winkler model to give the realistic behavior of adjacent buildings connected with viscous dampers under various earthquake excitations taking in the account the effect of different kinds of soil beneath the buildings, using SAP2000n to model the whole system. A range of soil properties and soil damping characteristics are chosen which gives broad picture of connected structures system behavior resulted from the influence soil-structure interaction. Its conclusion that the response of connected structures system founded on soft soil are more critical than those founded on stiff soil. The behavior of connected structures is different from those with fixed base bigger by nearly 20%, and the efficiency of viscous dampers connecting the two adjacent buildings is reduced by nearly 25% less than those founded on stiff soil.

A study on Architectural Characters of well-designed middle and high school buildings in 2000's - On Winning Works of 'The Excellent Facility School Award' by Ministry of Education, Science and Technology - (2000년 이후 중.고등학교 시설의 건축 특성 연구 - 교육과학기술부 선정 '우수시설학교' 수상작을 중심으로 -)

  • Seong, Eun-Young;Yang, Sang-Hyun
    • Journal of the Korean Institute of Educational Facilities
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    • v.19 no.1
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    • pp.25-35
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    • 2012
  • The function and the role of school are changing according to various future-oriented education models such as open-ended learning cycle, community learning center, re-schooling, network system and de-schooling, which reflect recent social demands related to discussions on sustainability, low birth rate and ageing. what changes to our school buildings have been there? This study is aimed that shows the architectural change of school buildings and environments in 2000's. It reveals the architectural tendancy through some school buildings, 'the excellent facility school award' winner which Ministry of Education, Science and Technology have chosen annually since 1998. In the past decade, it is outstanding change that mass composition, window patterns and exterior wall materials are diversified greatly. The most of them have a opened main hall and multi-purpose spaces which give effective educational environment to students. Although visual changes are outstanding, we still need qualitative educational space program and improved school building design according to future-educational demands.

Evaluation of the Heating and Cooling Systems in School Buildings (학교건물 냉난방설비시스템의 실태조사)

  • AHN, Chul-Lin;KIM, Dong-Gyue;KUM, Jong-Soo;PARK, Jong-Un;PARK, Hee-Ouk;CHUNG, Yong-Hyun
    • Journal of Fisheries and Marine Sciences Education
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    • v.17 no.1
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    • pp.18-25
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    • 2005
  • We have researched 10,811 schools to evaluate the characteristics of school buildings and the conditions of heating and cooling systems at the elementary, middle and high school levels. Air conditioning systems in school buildings are related to school scale, and 35% of the researched schools have less than 10 air conditioned classrooms among all of the schools in Korea. The LOADSYS is used to grasp the characteristics of school buildings heating and cooling load. From the results of this work, the heating load differs by nearly 24% between Seoul and Busan, but other than that there are not so many serious regional differences. Almost 85.4% of the classrooms are equipped with heating facilities and 6.9% of them are equipped with heating and cooling facilities. As a result, it is necessary to make improvements in 31.8% of the classrooms using only heaters and 14.6% of the classrooms not equipped with HVAC. The survey shows that there is a wide gap in the heating equipment status of the classrooms according to the region and school district.

Performance of structures and infrastructure facilities during an EF4 Tornado in Yancheng

  • Tao, Tianyou;Wang, Hao;Yao, Chengyuan;Zou, Zhongqin;Xu, Zidong
    • Wind and Structures
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    • v.27 no.2
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    • pp.137-147
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    • 2018
  • Heavy damages to properties with attendant losses were frequently caused by tornadoes in recent years. This natural hazard is one of the most destructive wind events that must be fully studied and well understood in order to keep the safety of structures and infrastructure facilities. On June 23, 2016, a severe tornado, which is an Enhanced Fujita (EF) 4 storm, occurred in the rim of a coastal city named as Yancheng in China. Numerous low-rise buildings as well as facilities (e.g., transmission towers) were destroyed or damaged. In this paper, damages to structures and infrastructure facilities by the severe tornado are reviewed. The collapses of residential buildings, industrial structures and other infrastructure facilities are described. With an overview of the damages, various possible mechanisms of the collapse are then discussed and utilized to reveal the initiation of the damage to various facilities. It is hoped that this paper can provide a concise but comprehensive reference for the researchers and engineers to help understand the tornado effects on structures and expose the vulnerabilities that need to be improved in current wind-resistant design practices.