• Proceedings of the Korea Concrete Institute Conference
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• 2005.05a
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• pp.239-242
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• 2005

The purpose of this research was focused on substantiating an effects of tendon-layouts and compressed stress($=f_{pc}$) induced by post-tensioning on seismic performance of post-tensioned flat plate slab-column connection designed as non-participating system. To accomplish this purpose, an experimental research of flat plate exterior slab-column connections subjected to gravity load and reversed lateral displacement history are presented. As a result, tendon-layout is a main variable to influence failure mechanism, dissipated energy and lateral deformation capacity. Furthermore, compressed stress ($=f_{pc}$) induced by post-tensioning enhanced the seismic performance of flat plate slab.

• Proceedings of the KIEE Conference
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• 1987.07b
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• pp.1547-1550
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• 1987

This paper describes a new design rule checking system, PC-DRC, for CIF mask layout, which was written in C language on IBM PC/AT under DOS 3.0 environment. H/W devices and S/W utilities for PC-DRC is identical to that for PC-LADY[6], which makes PC-DRC an ideal post-processing routine for CIF file generated by PC-LADY. Various spurious errors were eliminated by ORing the input ClF data for each layer and the design rule errors were checked by edge based method on rectilinear polygon form. The detected errors are stored in CIF and displayed on CRT simultaneously.

• 정보화사회
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• s.150
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• pp.10-13
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• 2001

• 정보화사회
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• s.150
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• pp.14-19
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• 2001

• Earthquakes and Structures
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• v.11 no.2
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• pp.217-243
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• 2016

The linear and nonlinear seismic responses of steel buildings with perimeter moment resisting frames and welded connections (WC) are estimated and compared with those of buildings with post-tensioned connections (PC). Two-dimensional (2D) and three-dimensional (3D) structural representations of the buildings as well as global and local response parameters are considered. The seismic responses and structural damage of steel buildings with PC may be significantly smaller than those of the buildings with typical WC. The reasons for this are that the PC buildings dissipate more hysteretic energy and attract smaller inertia forces. The response reduction is larger for global than for local response parameters. The reduction may significantly vary from one structural representation to another. One of the main reasons for this is that the energy dissipation characteristics are quite different for the 2D and 3D models. In addition, in the case of the 3D models, the contribution of each horizontal component to the axial load on an specific column may be in phase each other during some intervals of time, but for some others they may be out of phase. It is not possible to observe this effect on the 2D structural formulation. The implication of this is that 3D structural representation should be used while estimating the effect of the PC on the structural response. Thus, steel frames with post-tensioned bolted connections are a viable option in high seismicity areas due to the fact that brittle failure is prevented and also because of their reduced response and self-centering capacity.

• 한국정보통신설비학회:학술대회논문집
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• 2007.08a
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• pp.100-103
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• 2007

For several ten years, the Internet and IT services have been greatly developed in PC area and with this, new BM and services with terminals like Post-PC and Non-PC types will come into the spotlight in few years. In various fields of service, terminals exclusive to individual service come into the market already, the hardware and the contents used in the terminals are circulating. The communication service providers are very enthusiastic about developing and providing various services in order to overcome the growth limit of existing network connection service. And they think that providing the Non-PC type Information Appliance services will make added values and be sources of making profits in next generation. Hereupon we are going to observe the Non-PC type Information Appliance services, the structure of the service platform that make that services possible, and their prospect.

• Journal of Korean Ophthalmic Optics Society
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• v.11 no.3
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• pp.267-273
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• 2006

For this study, we measured heterophoria, Calculated AC/A, Gradient AC/A of pre & post LASIK operation. In case of heterophoria, the results showed that orthophoria 2.78% decreased, exophoria 2.78% increased on pre & post op distance phoria and exophoria 5.55% increased, esophoria 5.55% decreased on pre & post op near phoria. In case of AC/A, Calculated AC/A significantly decreased as 0.36 at AC/A and accommodation decreased as 1.25D (p<0.05). It showed that Gradient AC/A decreased 0.34 and PC/A increased 0.09 but they didn't show significant difference.

• Annual Conference of KIPS
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• 2002.04a
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• pp.241-244
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• 2002

본 논문은 Post-PC 에 사용되는 DSP 프로세서 기반 디지털 카메라의 효율적이고 소형화된 영상 처리 플랫폼 설계에 대해 설명한다. 제한된 소량의 기억장치를 갖는 내장형 시스템의 제약조건을 만족시키기 위해서 제안된 플랫폼은 블록 처리의 개념을 사용하여 입력 영상을 처리한다. 먼저 입력 영상이 적당한 수의 데이터 블록으로 나누어진다. 그리고 나서 영상 블록들은 일련의 블록 기반 함수들에 의해서 처리된다. 처리된 블록들은 다시 하나의 결과 영상으로 모아진다. 블록 처리는 요구되는 메모리 크기를 줄여줄 뿐만 아니라 multithreading 과 병렬 처리를 통한 더 빠른 수행을 가능하도록 해준다. 플랫폼을 구성하는 대부분의 함수들은 이러한 블록 처리의 장점을 살려서 일련의 영상 블록들을 처리한다. 소개되는 플랫폼은 특화된 하드웨어를 사용하지 않고 사용자의 요구에 맞는 또다른 영상 처리와 압축 기법을 추가하는 것이 가능하게 해준다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.1
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• pp.140-148
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• 2012

Recently there are many attempts to introduce PC construction method in buildings. But the study on PC structural wall has been made progress so slowly because it is very difficult to develop new items. In this study, we have developed new vertical joint on PC wall in order to upgrade constructivity and structural performance of the existing connections, then we have evaluated the seismic resistance performance. As a result of the cyclic loading tests for two specimens, proposed vertical joint on PC wall has shown that it behave the excellent structural performance in comparison to PC wall having no joint. Therefore, we think that proposed vertical joint is the system to apply buliding structure.

• Journal of the Korea Concrete Institute
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• v.17 no.1 s.85
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• pp.85-94
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• 2005

Post-tensioned Precast concrete System(PPS) consists of U-shaped precast wide beams and concrete column. The continuity of beam-column joint is provided with floor concrete cast on the PC shell beam and post-tensioning. The purpose of this paper is to evaluate the response of PPS interior beam-column joint subjected to cyclic lateral loading. To this end, an experimental investigation was performed with three half-scale specimens of interior connection. The design parameters are the amount of beam reinforcement placed inside the joint core. The test results showed that cracks were distributed well without my significant degradation of strength and ductility. Also, it was found that the prestressing may affect to alter the torsional crack angle. And the specimens sufficiently resist up to limiting drift ratio of 0.035 in accordance with the provisional by ACl of acceptance criteria for concrete special moment frames.