• Title/Summary/Keyword: architectural model

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Prediction of Spectral Acceleration Response Based on the Statistical Analyses of Earthquake Records in Korea (국내 지진기록의 통계적 분석에 기반한 스펙트럴 가속도 응답 예측기법)

  • Shin, Dong-Hyeon;Hong, Suk-Jae;Kim, Hyung-Joon
    • Journal of the Earthquake Engineering Society of Korea
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    • v.20 no.1
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    • pp.45-54
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    • 2016
  • This study suggests a prediction model of ground motion spectral shape considering characteristics of earthquake records in Korea. Based on the Graizer and Kalkan's prediction procedure, a spectral shape model is defined as a continuous function of period in order to improve the complex problems of the conventional models. The approximate spectral shape function is then developed with parameters such as moment magnitude, fault distance, and average shear velocity of independent variables. This paper finally determines estimator coefficients of subfunctions which explain the corelation among the independent variables using the nonlinear optimization. As a result of generating the prediction model of ground motion spectral shape, the ground motion spectral shape well estimates the response spectrum of earthquake recordings in Korea.

A Study on Standard Heating and Cooling Load according to Design Factors using Prototypical Load Model (표준부하모델을 이용한 설계 변수에 따른 표준부하량 분석)

  • Kim, Kwonye;Bae, Sangmu;Nam, Yujin
    • Journal of the Korean Society for Geothermal and Hydrothermal Energy
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    • v.17 no.1
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    • pp.1-13
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    • 2021
  • Before newly-built building and building remodeling, it is important to predict and analyze building energy performance through energy simulation programs. Nevertheless, simulation results widely vary depending on individual user experience and input values. Therefore, this study uses prototypical building model, a versatile tool in building energy modeling, simulation and research for researchers and policy-makers, and ASHRAE standards. Then, it analyzed the changes in design type (roof type, number of floors) for the base case. As the result, it was found that the gap of annual energy demand per between them is maximally 9.1%.

Prediction of calcium leaching resistance of fly ash blended cement composites using artificial neural network

  • Yujin Lee;Seunghoon Seo;Ilhwan You;Tae Sup Yun;Goangseup Zi
    • Computers and Concrete
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    • v.31 no.4
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    • pp.315-325
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    • 2023
  • Calcium leaching is one of the main deterioration factors in concrete structures contact with water, such as dams, water treatment structures, and radioactive waste structures. It causes a porous microstructure and may be coupled with various harmful factors resulting in mechanical degradation of concrete. Several numerical modeling studies focused on the calcium leaching depth prediction. However, these required a lot of cost and time for many experiments and analyses. This study presents an artificial neural network (ANN) approach to predict the leaching depth quickly and accurately. Totally 132 experimental data are collected for model training and validation. An optimal ANN model was proposed by ANN topology. Results indicate that the model can be applied to estimate the calcium leaching depth, showing the determination coefficient of 0.91. It might be used as a simulation tool for engineering problems focused on durability.

Analysis of the effect of aged concrete layer on RC beams, and a strengthening method employing carbon-fiber-reinforced polymer (CFRP) sheets.

  • Liana Satlykova;Young Sook Roh
    • Architectural research
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    • v.26 no.2
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    • pp.31-39
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    • 2024
  • The numerical study focuses on the analysis of the structural behavior of concrete beams containing outdated concrete and offers an innovative method of strengthening them using carbon-fiber-reinforced polymer sheets (CFRP). The focus is on modeling and analyzing the performance of aged concrete beams strengthened by CFRP in the flexural direction. This study presents an ultimate load model for CFRP-strengthened RC beams featuring outdated concrete layers. Validation through four-point bending tests and finite element modeling demonstrated the efficacy of the model. Findings indicate that CFRP sheets significantly enhance beam strength, particularly in structures with outdated concrete layers, resulting in increased ultimate load capacity. Moreover, an inverse relationship between ultimate load and concrete layer height was observed, with the CFS-21-15-30 sample exhibiting the most substantial reduction. Validation of the model was achieved using finite element analysis con-ducted in Abaqus software.

A Development of Washoff Model for Suspended Solids in Urban Areas (도시유역의 부유고형물 유출평가를 위한 쓸림모형 개발)

  • Joo, Jingul;Jung, Donghwi;Kim, Joonghoon;Park, Moojong
    • Journal of Korean Society on Water Environment
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    • v.26 no.5
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    • pp.789-795
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    • 2010
  • Suspended Solid (SS) is one of the main pollutants and discharges with attached other pollutants such as heavy metal and toxic substance. It is very important to estimate and forecast the release characteristics of SS for water quality improvement. The current studies assumed that SS release rate is proportional to the rain intensity and suggested exponential washoff models. These models related to the shear force of flow. In this study, a new washoff model is suggested based on relation with SS release rate and mean flow rate of the basin surface which is closely related to the shear force. The proposed model is applied to the Goonja drainage district in Seoul, Korea. The new washoff model simulates the SS discharge more accurately in the various rainfall types. The model can be widely applied to the real problems such as the management of non-point source pollutant and the design of treatment facilities.

Dynamic torsional response measurement model using motion capture system

  • Park, Hyo Seon;Kim, Doyoung;Lim, Su Ah;Oh, Byung Kwan
    • Smart Structures and Systems
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    • v.19 no.6
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    • pp.679-694
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    • 2017
  • The complexity, enlargement and irregularity of structures and multi-directional dynamic loads acting on the structures can lead to unexpected structural behavior, such as torsion. Continuous torsion of the structure causes unexpected changes in the structure's stress distribution, reduces the performance of the structural members, and shortens the structure's lifespan. Therefore, a method of monitoring the torsional behavior is required to ensure structural safety. Structural torsion typically occurs accompanied by displacement, but no model has yet been developed to measure this type of structural response. This research proposes a model for measuring dynamic torsional response of structure accompanied by displacement and for identifying the torsional modal parameter using vision-based displacement measurement equipment, a motion capture system (MCS). In the present model, dynamic torsional responses including pure rotation and translation displacements are measured and used to calculate the torsional angle and displacements. To apply the proposed model, vibration tests for a shear-type structure were performed. The torsional responses were obtained from measured dynamic displacements. The torsional angle and displacements obtained by the proposed model using MCS were compared with the torsional response measured using laser displacement sensors (LDSs), which have been widely used for displacement measurement. In addition, torsional modal parameters were obtained using the dynamic torsional angle and displacements obtained from the tests.

Efficient Simulation of Hysteretic Behavior of Diagonally Reinforced Concrete Coupling Beams (효율적인 대각보강 콘크리트 연결보의 이력거동 예측)

  • Koh, Hyeyoung;Han, Sang Whan;Lee, Chang Seok
    • Journal of the Earthquake Engineering Society of Korea
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    • v.22 no.2
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    • pp.95-101
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    • 2018
  • Diagonally reinforced concrete coupling beams (DRCB) play an important role in coupled shear wall systems since these elements dissipate most of seismic input energy under earthquake loading. For reliable seismic performance evaluation using nonlinear response history analysis, it is important to use an accurate analytical model for DRCBs. In this study, the Pinching4 model is used as a base model to simulate the cyclic behavior of DRCBs. For simulating the cyclic behavior of DRCBs using the Pinching4 model, the analytical parameters for backbone curve, pinching and cyclic deterioration in strength and stiffness should be computed. To determine the proper values of the constituent analytical parameters efficiently and accurately, this study proposes the empirical equations for the analytical parameters using regression analyses. It is shown that the hysteretic behavior of coupling beams can be simulated efficiently and accurately using the proposed numerical model with the proposed empirical equations of model parameters.

Health risk assessment by CRPS and the numerical model for toluene in residential buildings

  • Choi, Haneul;Kim, Hyungkeun;Kim, Taeyeon
    • KIEAE Journal
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    • v.17 no.5
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    • pp.33-41
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    • 2017
  • Purpose: Indoor air quality in residential buildings needs to be evaluated over the long term. In previous research, there has been an attempt to perform the health risk assessment of pollutants by using numerical models as a method of long-term evaluation. However, the numerical model of this precedent study has limitations that do not reflect the actual concentration distribution. Therefore, this study introduces the CRPS index, constructs a numerical model that can reflect the concentration distribution, and then presents a more accurate health risk assessment method using it. At this time, the pollutants are toluene, which is a typical material released from building materials. Method: CRPS index was applied to existing numerical model to reflect concentration distribution. This was used to calculate concentrations at adult breathing area and to use them for exposure assessment in a health risk assessment. After that, we entered adult data and conducted a health risk assessment of toluene. Results: The non-carcinogenic risk of toluene was calculated to be 0.0060. This is 5% smaller than the existing numerical model, meaning that it is more accurate to predict the pollutant risks. This value is also lower than the US EPA reference value of 1. Therefore, under the conditions of this study, long-term exposure of adults to toluene has no impact on health.

FE model of electrical resistivity survey for mixed ground prediction ahead of a TBM tunnel face

  • Kang, Minkyu;Kim, Soojin;Lee, JunHo;Choi, Hangseok
    • Geomechanics and Engineering
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    • v.29 no.3
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    • pp.301-310
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    • 2022
  • Accurate prediction of mixed ground conditions ahead of a tunnel face is of vital importance for safe excavation using tunnel boring machines (TBMs). Previous studies have primarily focused on electrical resistivity surveys from the ground surface for geotechnical investigation. In this study, an FE (finite element) numerical model was developed to simulate electrical resistivity surveys for the prediction of risky mixed ground conditions in front of a tunnel face. The proposed FE model is validated by comparing with the apparent electrical resistivity values obtained from the analytical solution corresponding to a vertical fault on the ground surface (i.e., a simplified model). A series of parametric studies was performed with the FE model to analyze the effect of geological and sensor geometric conditions on the electrical resistivity survey. The parametric study revealed that the interface slope between two different ground formations affects the electrical resistivity measurements during TBM excavation. In addition, a large difference in electrical resistivity between two different ground formations represented the dramatic effect of the mixed ground conditions on the electrical resistivity values. The parametric studies of the electrode array showed that the proper selection of the electrode spacing and the location of the electrode array on the tunnel face of TBM is very important. Thus, it is concluded that the developed FE numerical model can successfully predict the presence of a mixed ground zone, which enables optimal management of potential risks.

A Study of Architectonic Thinking in Philosophy and Architecture as Metaphor (철학의 구축과 건축적 사유 - 은유로서 건축과 철학적 건축술 -)

  • Khang, Hyuk
    • Journal of architectural history
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    • v.31 no.1
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    • pp.77-88
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    • 2022
  • Architecture had played a significant role model in philosophy because the construction of building represented doing philosophy. 'Architecture as metaphor' made it possible that doing philosophy was a kind of construction of thinking and western philosopher considered himself as an architect of idea. As a system of system, architectural analogy gave philosophy a chance to insist himself as a theory of theory. So architecture had always been a privileged model of discourse system and also a fundamental metaphor in philosophy. Because of its original meaning, Architecture as techne could be considered as poiesis, that was the special building(making) in western culture. The archi(arche) - structure(techne) was a ideal model and mechanism of philosophy because with this analogy doing philosophy became a kind of building act to make a logical system of idea. This kind of tradition in philosophy, especially metaphysics, made the characteristics of western philosophy 'architectonic' that implied the meaning of the rational, stable, hierarchical and holistic. But this kind of tradition exposed the problem of philosophy that focused on Identity and excluded the others. The logocentrism of western philosophy was also the limitation of architectonic thinking and its reductionism became a grand monologue which only allowed systematic, rational discourse. Its ideological position Inevitably caused the anti-architectural thinking in modern age as a diverse form of new trend of thinking as like postmodernism or deconstruction. Even Deconstructivism, or 'informe', non-representation in architecture depends upon anti-architectural thinking. Relationship between architecture as metaphor and the building of philosophy is problematique issue.