• Journal of Navigation and Port Research
• /
• v.27 no.5
• /
• pp.519-526
• /
• 2003

For preliminary structural analysis of superstructures on very large floating structures(VLFS), superstructures are analyzed considering elastic deformations of barge type lower-structures subjected to wave loads. In this case, to consider the effect of wave loads on the superstructure, initial displacements at the support points of superstructures are evaluated as input data for the analysis. However, the evaluation and application of displacement loads are tedious and very time-consuming processes. Therefore, this paper proposes a simplified static analysis method to analyze the structural behaviors of superstructures on very large floating structures subjected to wave loads. In this study, the member forces due to the variation of beam span and the amplitude and period of wave load are analyzed by using an example 4 span -3 story structure and the amplification factors for beam moments are represented by the specific regression equation.

• Tunnel and Underground Space
• /
• v.11 no.2
• /
• pp.174-181
• /
• 2001

The cavities created by underground mining, if remained unfilled, can cause ground settlement and surface subsidence as a result of relaxation and breakdown of the carven roof. Construction of structures above the underground mine cavity will have serious problems concerning both structural stability and safely even if the cavity is back-filled. This study was conducted to confirm the location and condition of the cavern as well as the state of the back-fill in A mine area using core logging and borehole camera. The bearing capacity and other mechanical properties of the ground were also measured by the standard penetration test(SPT). Obtained data were used to assess the stability of the ground and the structures to be built by numerical analysis using FLAC. The site investigation results showed that the mine cavities were filled with materials such as boulder and silty sand(SM by unified classification). Result of the numerical analyses indicated that constructing building structures on the over-lying ground above the filled cavities is secure against the potential problems such as surface subsidence and ground settlement.

• Journal of the Korean Geotechnical Society
• /
• v.29 no.6
• /
• pp.19-31
• /
• 2013

In engineering practices, the superstructure was analyzed under a fixed boundary condition and the foundation was designed by considering the loading condition of superstructure. It may result in overestimation of forces, the bending moment, settlement of superstructure and foundation. In this study, an interactive analytical method is proposed for the interaction between the superstructure and the piled raft. The overall objective of this study is focused on the application of interactive analysis method for predicting behavior of entire structures. And a series of numerical analyses are performed to verify the interactive analysis routine in comparison to the unified analysis method. Through the comparative studies, it is found that the iterative and interactive analysis gave similar results of settlement and raft bending moment compared with those of finite element analysis. And it is also found that the proposed design method considering interaction between superstructure and foundation is capable of predicting reasonably well the behavior of entire structures. It can be effectively used to the design of a superstructure-piled raft foundation system.

• Computational Structural Engineering
• /
• v.4 no.4
• /
• pp.5-9
• /
• 1991

일반적으로 구조물의 내진설계는 강지진시 구조물의 비탄성 거동에 의존함으로써 비탄성 변형으로 인한 구조요소의 점진적인 파괴와 상당한 층간변위가 초래된다. 또한 구조물이 지반가속도를 증폭시키는 역할을 함으로써 구조물내의 각종 설비와 비구조체에 큰 피해를 초래할 수도 있다. 따라서 강지진시 지반으로부터 상부 구조물에 전달되는 지진하중 자체를 감소시킴으롯써 구조물의 응답 가속도를 적게 하여 구조물과 구조물내의 설비, 비구조체를 지진으로부터 보호하기 위한 새로운 내진설계방법으로 지반 분리 시스템이 연구개발되어 실용화되고 있다. 본 고에서는 지반 분리 시스템의 기본개념과 특성 및 실용현황에 대하여 살펴보기로 한다.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.25 no.5
• /
• pp.60-67
• /
• 2021

According to the 「Guidelines of Structural Design for Piloti Building」 of the Ministry of Land, Infrastructure and Transport (2018), the natural period of middle and low rise building of upper-walled lower frame type, such as the domestic multiplex house in piloti style, is suggested for safety to apply the existing code formula of the wall structure. However, the current code formula of the wall structure was provided based on actual measurement of high-rise wall-type structures that mainly exhibit bending behavior. So it is considered that it is not suitable for a piloti-type house with four stories or less, where the wall behaves in shear. See also Park et al. (2000) confirmed that the effect of the lower frame part is greater than that of the upper wall part in the natural period of complex structures with 10 or more floors through analytical studies. Therefore, in this study, in order to examine the effect of the lower frame on the natural period of the middle and low-rise piloti structure, the estimation of natural period by the finite element analysis, approximation formula and ccurrent code formula was performed for the target structures with the shear and flexural stiffness of the upper wall and the shear stiffness of the lower frame as variables. As result, it was found that the change in the shear stiffness of the lower frame had a greater effect on the natural period of the whole building than the change in the bending or shear stiffness of the upper wall.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2010.02a
• /
• pp.145-145
• /
• 2010

반도체 소자의 크기가 수십 나노미터 영역으로 줄어들면서, 메모리 소자 또한 미세화를 위해 새로운 기술을 요구하고 있다. 1T DRAM은 하나의 트랜지스터와 하나의 캐패시터 구조를 가진 기존의 DRAM과 달리, 캐패시터 영역을 없애고 하나의 트랜지스터만으로 동작하기 때문에 복잡한 공정과정을 줄일 수 있으며 소자집적화에도 용이하다. 또한 SOI (Silicon-On-Insulator) 기판을 사용함으로써 단채널효과와 누설전류를 감소시키고, 소비전력이 적다는 이점을 가지고 있다. 1T DRAM은 floating body effect에 의해 상부실리콘의 중성영역에 축적된 정공을 이용하여 정보를 저장하게 된다. floating body effect를 발생시키기 위해 본 연구에서는 SOI 기판을 사용한 MOSFET을 사용하였는데, SOI 기판은 불순물 도핑농도에 따라 상부실리콘의 공핍층 두께가 결정된다. 실제로 불순물을 $10^{15}cm^{-3}$ 정도 도핑을 하게 되면 완전공핍된 SOI 구조가 된다. 이는 subthreshold swing값이 작고 저전압, 저전력용 회로에 적합한 특성을 보이기 때문에 부분공핍된 SOI 구조보다 우수한 특성을 가진다. 하지만, 상부실리콘의 중성영역이 완전히 공핍되어 정공이 축적될 공간이 존재하지 않게 된다. 이를 해결하기 위해 기판에 전압을 인가 후 kink effect를 확인하여, 메모리 소자로서의 구동 가능성을 알아보았다. 본 연구에서는 상부실리콘의 두께가 감소함에 따라 1T DRAM의 메모리 특성변화를 관찰하고자, TMAH (Tetramethy Ammonuim Hydroxide) 용액을 이용한 습식식각을 통해 상부실리콘의 두께가 각기 다른 소자를 제작하였다. 제작된 소자는 66 mv/dec의 우수한 subthreshold swing 값을 나타내며 빠른 스위칭 특성을 보였다. 또한 kink effect가 발생하는 최적의 조건을 찾고, 상부실리콘의 두께가 메모리 소자의 쓰기/소거 동작의 경향성에 미치는 영향을 평가하였다.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.9 no.5 s.45
• /
• pp.21-28
• /
• 2005

This paper proposes a shaking table test considering the dynamic soil strcuture interaction (SSI) by using the accelerations measured from superstructure and shaking table. The proposed method based on the substructure method is that only superstructure is used as an experimental model and dynamic soil stiffness is reflected on the controller of shaking table for soil model. At the moment, an experimental superstructure is excited by a shaking table with the motion required to emulate the dynamic behavior of total SSI system. First, the validity of the proposed method is verified by the verification model of numerical simulation, which is derived from the equation of motion of SSI system under consideration. Also, the applicability of the proposed method to shaking table test is numerically verified from the simulation model incorporating the transfer function of shaking table.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.20 no.5
• /
• pp.18-25
• /
• 2016

This research purposed to study a structural effect on curtailment of upper shear wall in frame-shear wall structures, using MIDAS-Gen. In this study, the analysis variables were the story number of curtailment of upper shear wall, change of column section in every 2 stories and change of shear wall thickness in every 2 stories. In order to analyse a structural effect on curtailment of upper shear wall in frame-shear wall structures, we studied the distribution of shear force and overturning moment according to curtailment of shear wall, the inflection point of shear wall from shear force/overturning moment and the lateral stiffness. The results of study proposed the quantitative influence that the curtailment of upper shear wall in frame-shear wall structures had on the structural performance such as lateral stiffness. Furthermore, it is verified that the results of study can be very helpful in catching the materials on the structure design for a reasonable frame-shear wall system.

• Journal of the Korean Geotechnical Society
• /
• v.38 no.6
• /
• pp.17-28
• /
• 2022

The effect of the soil-structure interaction (SSI) on has been recently evaluated in shaking table tests. However, most of these tests were conducted on single-degree-of-freedom (SDOF) superstructures and a single-pile. This study investigates the inertial interaction effect of a multi-degree-of-freedom (MDOF) superstructure system with a group piles on a large-scale shaking table test. Whereas the SDOF superstructure system shows a single-frequency amplification tendency, the MDOF superstructure system exhibited amplification tendencies of the acceleration phase and frequency responses for multiple frequencies. In addition, the amplification phenomenon between the footing and the column-type superstructure exceeded that between the footing and the wall-type superstructure, indicating a greater inertial interaction effect of the column-type superstructure. The relationship between shear force and inertial force, the relative vertical and horizontal displacements on the footing was figured out. Also, the ananlysis of dynamic p-y curve at each depth was conducted. In summary, the MDOF and SDOP superstructure systems exhibited different behaviors and the column-type superstructure exerted a higher interaction effect than the wall-type superstructure.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
• /
• 2013.10a
• /
• pp.250-252
• /
• 2013

최근 플로팅 구조물에 대한 관심이 증가하고, 다양한 형태의 플로팅 구조물이 계획 및 제작되고 있다. 플로팅 구조물은 파랑이나 조류 등에 의한 부가모멘트가 크게 작용한다. 이것은 접합부에 영향을 미쳐 상부구조물의 사용성과 안정성에 영향을 미치기 때문에 이 연구에서는 탑앤시트 앵글 반강접 접합부를 가진 전이보 시스템의 구조적 성능 및 거동을 실험을 통하여 분석하고자 한다.