• Title/Summary/Keyword: Architectural Engineering Design

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Analysis of the Finishing Failure in the Railway Station Platform and Deduction of Improvement Plans (철도역사 승강장 연단부 마감 탈락에 대한 원인 분석 및 개선 방안)

  • Ko, Sewon;Yu, Youngsu;Koo, Bonsang;Kim, Jihwan
    • Korean Journal of Construction Engineering and Management
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    • v.23 no.1
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    • pp.46-53
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    • 2022
  • The railway platform is an important facility closely related to the safety of passengers, trains, and images of railway facilities, and requires thorough facility management. However, the problem that the finishing material (plastering mortar) for the joint finishing of dissimilar materials (concrete+granite) falls off in the direction of the track at the platform podium is occurring multiple times across the country. Since these problems threaten the safety of train operation and the safety of passengers, immediate and continuous management is required. This study tried to derive improvement plans through the analysis of the drop-off problem of finishing materials occurring at the platform podium. The status of missing finishing materials for the platform podiums of about 200 railway stations and the related design and construction standards of the Korea National Railway were investigated. After that, the cause of the drop-off of the finishing material was analyzed, and as a result, it was found that the main cause was the boundary between the roadbed and the architectural process that occurred during construction. Subsequently, in connection with the derived causes and design, construction standards, (1) improvement of finishing materials or construction methods, (2) design of finishing materials that are easy to adjust height, (3) design of separate finishing methods, (4) improvement methods and durability were suggested.

The Plan Types of Excavation Remains during the Mid to Late Joseon Period around Jong-ro in Seoul (서울 종로 주변 발굴유적에서 보이는 조선 중·후기 건물지의 평면형식)

  • Bae, Chang-Hyun;Jeon, BongHee;Huh, Yoojin
    • Journal of the Architectural Institute of Korea Planning & Design
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    • v.34 no.5
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    • pp.79-88
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    • 2018
  • The purpose of this study is to analyze the plan type of excavation remains during the Mid to Late Joseon period around Jong-ro area in Seoul. 523 building remains were selected in accordance with plan type could identified through the excavation investigation report. Among these, 276 building remains were verified to the $15-16^{th}$, 145 and 102 building were verified to the 17-18th and the $19^{th}$ century. By classifying excavation remains, four dominant plan type of the each century came out. First, -shape was the most common plan type took nearly 50 percent. In a considerable proportion of cases, this plan type seems an annex of main building. However, -shape plan type also seemed to be used for main building in some cases. ㄱ and ㄷshape plan type took the second and the third. In most cases, these types seemed typical plan used for a main housing building. For the last, ㅁshape plan type identified the most unusual. This plan type merely took under five percent but, these cases are meaningful because it shows the plan alteration from ㄷshape to ㅁshape plan type. Existence proportion between each plan types of the $15-16^{th}$ century were continued to the $18-19^{th}$century without small changes between -and ㄱ types in $17-18^h$ century. By examining selected excavation remains, installing front Toi space on ㄱ, ㄷ and ㅁshape plan type stand out clearly compared with -shape plan type. From this tendency, it could be considered that plan type became a significant factor influenced installing Toi space. Similar to periodical tendency of plan type was not changed dramatically, the rate of installing Toi space in the $15-16^{th}$ century was not changed much until the $18-19^{th}$ century. It also shows the close relation between plan type and installing Toi space. In some excavation remains, floor type in the $15-16^{th}$ century also verified. There are some points of similarities on installing typical location of On-dol, Ma-ru and Bu-eok in these excavation remains with later period housing type such as Ut-Bang-Gguk-Oem-Jib and Ddeul-Jib.

A Study on the Time-Sectional Analysis of Apartment Housing related research in Korea (국내 아파트 관련 연구의 연구주제 시계열 분석)

  • Kim, Tae-Sok;Park, Jong-Mo;Park, Eu-Gene;Han, Dong-Suk
    • Journal of the Architectural Institute of Korea Planning & Design
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    • v.34 no.3
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    • pp.45-52
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    • 2018
  • Currently, apartments have become an important research subject for the overall area of politics, economics, and culture as well as urban architectural study. However, there are few analyses of the research trends related to the current interest in the apartment research and prediction of the future changes of an apartment in politics and industry. In this study, the research information related to the apartment has classified, and the changes in the research trends have analyzed. Based on the classified data, the first thesis and dissertation related to the apartment and changes of academic notation have discovered. In addition, future interests and future research directions through Frequency of Appearance, Degree Centrality Analysis, and Betweenness Centrality Analysis of author keywords were predicted. As a result of the analysis, 'Space,' 'Residential Mobility' and 'Apartment Complex' studies were found to be important research topics throughout the entire period. 'Han Gang Apartment,' 'Small Size Apartment,' 'Civic Apartments,' 'Jamsil,' and 'Child' were newly interested topics until 70's era. '(Super) High-rise Apartment,' 'Perception,' 'Jugong Apartment,' 'Housing Environment,' 'Housewife,' 'Apartment Layout,' and 'Busan' were newly interested topics during the 80's and 90's era. 'Apartment Price,' 'Energy,' 'Remodeling,' 'Noise,' 'Resident Satisfaction,' 'Community,' and 'Apartment Lotting-out' were newly interested topics after the year 2000. New concerns for last decade are found to be 'Super High-rise Apartment', 'Remodeling', 'Indoor'(2007), 'Apartment Reconstruction Project', 'Brand', 'AHP', 'Housing Environment'(2008), 'Ventilation'(2009), 'Apartment Lotting-out'(2010), 'Economic Assessment'(2011), 'Cost'(2012), 'Green Building', 'Apartment Sales', 'Law', 'Society'(2013), 'Floor Impact Noise', 'Seoul'(2014), 'Noise'(2015), 'Hedonic Model'(2016). In addition, following research topics are expected to be active in the future: In maturity stage of the research development is going to be 'Apartment Price', 'Space', 'Management of Apartment Housing'; the hedonic model, which is research growth and development stage, is going to be '(Floor Impact) Noise', 'Community', 'Energy.

A Study on the End of Defects Liability Exit Procedure in Apartment Buildings through Case Studies (사례분석을 통한 공동주택 하자담보책임 종료 절차연구)

  • Kim, Jin-kuk;Bang, Hong-Soon;Choi, Byung-Ju;kim, Ok-Kyue
    • Journal of the Architectural Institute of Korea Planning & Design
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    • v.34 no.10
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    • pp.25-32
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    • 2018
  • The ending of the warranty under the current Multi-Housing Management Act has a lot of problem as it is very disadvantageous to the business entity and it makes hard for the contractor to finish the repair work. It is almost none for the business entity to get the written confirmation of the expiration of warranty liability from the client even though it sincerely completed their warranty obligation. It is because the client asks for the works other than fair repair arising from the defect in the work, such as the upgrade work for the enhancement of the value of their assets and the repair work which the client should take care before it issues the written confirmation of the expiration of warranty liability to the contractor. "So, though there is the law specifying this matter, the parties are relying on the unnecessary civil agreement. This leads to the big social and economic losses. If there is no agreement made between the client and the contractor, that leads to the legal dispute. This research on cases of 10 apartments shows that the types of works which the apartment residents ask for depend on the characteristics and conditions of the apartments and that they ask for various kinds of compensational works. In addition, it was found that there were many cases in which even the civil agreement is not recognized as the ending of the warranty obligation even if the proper procedure is taken for the ending of warranty by the contractor or business entity. If the collateral is to be offered to the client, the contractor would get more hard because there is the additional cost other than the warranty obligation, thus damaging the legal objective of the laws trying to minimize the damage made to the resident of the apartments. It means that the increase in the unnecessary warranty cost would lead to the increase in the selling price of apartment and the ending of the dispute through the civil procedure would make the Multi-Housing Act ineffective.

Pullout Resistance of Pressurized Soil-Nailing by Cavity Expansion Theory (공팽창이론에 의한 압력식 쏘일네일링의 인발저항력 산정)

  • Seo, Hyung-Joon;Park, Sung-Won;Jeong, Kyeong-Han;Choi, Hang-Seok;Lee, In-Mo
    • Journal of the Korean Geotechnical Society
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    • v.25 no.7
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    • pp.35-46
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    • 2009
  • Pressure grouting is a common technique in geotechnical engineering to increase the stiffness and strength of the ground mass and to fill boreholes or void space in a tunnel lining and so on. Recently, the pressure grouting has been applied to a soil-nailing system which is widely used to improve slope stability. The soil-nailing design has been empirically performed in most geotechnical applications because the interaction between pressurized grouting paste and the adjacent ground mass is complicated and difficult to analyze. The purpose of this study is to analyze the increase of pullout resistance induced by pressurized grouting with the aid of performing laboratory model tests and field tests. In this paper, two main causes of pullout resistance increases induced by pressurized grouting were verified: the increase of mean normal stress and the increase of coefficient of pullout friction. From laboratory tests, it was found that dilatancy angle could be estimated by modified cavity expansion theory using the measured wall displacements. The radial displacement increases with dilatancy angle decrease and the dilatancy angle increases with injection pressure increase. The measured pullout resistance obtained from field tests is in good agreement with the estimated one from the modified cavity expansion theory.

A Multimedia Data Compression Scheme for Disaster Prevention in Wireless Multimedia Sensor Networks

  • Park, Jun-Ho;Lim, Jong-Tae;Yoo, Jae-Soo;Oh, Yong-Sun;Oh, Sang-Hoon;Min, Byung-Won;Park, Sun-Gyu;Noh, Hwang-Woo;Hayashida, Yukuo
    • International Journal of Contents
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    • v.11 no.2
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    • pp.31-36
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    • 2015
  • Recent years have seen a significant increase in demand for multimedia data over wireless sensor networks for monitoring applications that utilize sensor nodes to collect multimedia data, including sound and video. However, the multimedia streams generate a very large amount of data. When data transmission schemes for traditional wireless sensor networks are applied in wireless multimedia sensor networks, the network lifetime significantly decreases due to the excessive energy consumption of specific nodes. In this paper, we propose a data compression scheme that implements the Chinese remainder theorem to a wireless multimedia sensor network. The proposed scheme uses the Chinese Remainder Theorem (CRT) to compress and split multimedia data, and it then transmits the bit-pattern packets of the remainder to the base station. As a result, the amount of multimedia data that is transmitted is reduced. The superiority of our proposed scheme is demonstrated by comparing its performance to that of an existing scheme. The results of our experiment indicate that our proposed scheme significantly increased the compression ratio and reduced the compression operation in comparison to those of existing compression schemes.

The use of cost-benefit analysis in performance-based earthquake engineering of steel structures

  • Ravanshadnia, Hamidreza;Shakib, Hamzeh;Ansari, Mokhtar;Safiey, Amir
    • Earthquakes and Structures
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    • v.22 no.6
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    • pp.561-570
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    • 2022
  • It is of great importance to be able to evaluate different structural systems not only based on their seismic performance but also considering their lifetime service costs. Many structural systems exist that can meet the engineering requirements for different performance levels; therefore, these systems shall be selected based on their economic costs over time. In this paper, two structural systems, including special steel moment-resisting and the ordinary concentric braced frames, are considered, which are designed to meet the three performance levels: Immediate Occupancy (IO), Life Safety (LS), Collapse Prevention (CP). The seismic behavior of these two systems is studied under three strong ground motions (i.e., Tabas, Bam, Kajour earthquake records) using the Perform3D package, and the incurred damages to the studied systems are examined at two hazard levels. Economic analyses were performed to determine the most economical structural system to meet the specified performance level requirements, considering the initial cost and costs associated with damages of an earthquake that occurred during their lifetime. In essence, the economic lifetime study results show that the special moment-resisting frames at IO and LS performance levels are at least 20% more economical than braced frames. The result of the study for these building systems with different heights designed for different performance levels also shows it is more economical from the perspective of long-term ownership of the property to design for higher performance levels even though the initial construction cost is higher.

Effects of reinforcement on two-dimensional soil arching development under localized surface loading

  • Geye Li;Chao Xu;Panpan Shen;Jie Han;Xingya Zhang
    • Geomechanics and Engineering
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    • v.37 no.4
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    • pp.341-358
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    • 2024
  • This paper reports several plane-strain trapdoor tests conducted to investigate the effects of reinforcement on soil arching development under localized surface loading with a loading plate width three times the trapdoor width. An analogical soil composed of aluminum rods with three different diameters was used as the backfill and Kraft paper with two different stiffness values was used as the reinforcement material. Four reinforcement arrangements were investigated: (1) no reinforcement, (2) one low stiffness reinforcement R1, (3) one high stiffness reinforcement R2, and (4) two low stiffness reinforcements R1 with a backfill layer in between. The stiffness of R2 was approximately twice that of R1; therefore, two R1 had approximately the same total stiffness as one R2. Test results indicate that the use of reinforcement minimized soil arching degradation under localized surface loading. Soil arching with reinforcement degraded more at unloading stages as compared to that at loading stages. The use of stiffer reinforcement had the advantages of more effectively minimizing soil arching degradation. As compared to one high stiffness reinforcement layer, two low stiffness reinforcement layers with a backfill layer of certain thickness in between promoted soil arching under localized surface loading. Due to different states of soil arching development with and without reinforcement, an analytical multi-stage soil arching model available in the literature was selected in this study to calculate the average vertical pressures acting on the trapdoor or on the deflected reinforcement section under both the backfill self-weight and localized surface loading.

A Measure for Improving the Systematic Evaluation of the Life Cycle Cost in Technical Proposal Tendering (기술제안입찰에서의 계적인 생애주기비용 평가를 위한 개선방안)

  • Son, Myung-Jin;Hyun, Chang-Taek
    • Korean Journal of Construction Engineering and Management
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    • v.13 no.6
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    • pp.71-83
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    • 2012
  • The use of technical proposal tendering has been expanding recently with the aim of effecting cost reduction, quality enhancement, technological development and value realization centered on multifunctional administrative cities, innovation cities, and the Yongsan relocation project. In line with the increasing interest towards life cycle cost improvement measures as an important evaluation category concerning technical proposal tendering, efforts in preparing measures that can execute the security of credibility and objective evaluation concerning architectural life cycle cost are being made. However, problems such as lack of applicable cases of design development and detail design, distortion of initial construction costs concerning the original plan, combination of constant price and current price, the ambiguity of the calculation standards between tendering corporations, inaccuracy of terms, and insufficient compositional formats concerning life cycle improvement measures are being cited. Accordingly, this study sought to propose a measure to improve the compositional guidelines, format, and standards so that a systematic life cycle cost evaluation can be executed for the reliable distinction of each participating corporation, enhanced credibility and objective evaluation of the life cycle cost improvement measure for technical proposals.

Plan on the Analysis and Improvement of the Molding process of SCM435 bolt by use of the Finite Element Method (유한요소법을 이용한 SCM435 Bolt의 성형 공정에 관한 해석 및 공정 개선 방안)

  • Ahn, Kyo-Chul;Choi, Chui-Kyung
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.13 no.11
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    • pp.4950-4955
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    • 2012
  • A bolt manufacturing process is completed with continuous forging. Technical and economical success of each process will depend on the appropriate process design and metal mold design for each procedure. This study aims to analyze the moldings of first and second steps among the multi-step molding processes of SCM435 bolt by use of the finite element method in order to achieve the reasonable process. Since the processes of first and second steps analyzed by use of the finite element method consist of axial symmetry, the transformed configuration of material satisfy the dimensions expected in process. In addition, the uniflow line formed in material becomes smooth and consistent over the entire process. Therefore neither molding of material nor inherent defect is expected.