• KSCE Journal of Civil and Environmental Engineering Research
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• v.8 no.1
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• pp.77-85
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• 1988

A stochchastic analysis procedure of generating floor response spectra for proportionally damped linear systems subject to earthquake loading is presented. Theories of random vibration and mode acceleration method are used in the formulation of governing equations. The structure-oscillator interaction is not considered. It is assumed that the input motions and oscillator responses are stationary Gaussian processes with mean zero. The nonstationary characteristics of earthquake motion are incorporated in the peak factor which is based on Vanmarcke's theory. Floor response spectra for both resonance and non-resonance cases are calculated under the assumption that the peak factors for structure and oscillator are equal to that for ground response spectrum. The validity of this method is demonstrated by comparing the results obtained by proposed method with those by time history analyses. The results obtained by this method are conservative and accurate with tolerable precision. This method saves much computing time compared with time history analysis method.

• Journal of the Earthquake Engineering Society of Korea
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• v.5 no.6
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• pp.65-76
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• 2001

Determination of ductility demand and prediction of nonlinear seismic responses of a structure under the earthquake ground motions have become a very important subject for evaluation of seismic performance in the performance based seismic design. In this study, the system ductility demand and nonlinear seismic responses of the steel moment framed structures by the nonlinear time history analysis are estimated and compared with those obtained from the capacity spectrum method suggested in ATC-40 and proposed method that is an improvement on the capacity spectrum method using the equivalent responses derived directly from a multi degree of freedom system. the adequacy and validity of the proposed method is verified by comparing the results evaluated by the method proposed in this study and the results obtained from method suggested in ATC-40 to the nonlinear seismic responses of the example structures from the nonlinear time history analysis.

• Journal of the Korean Institute of Telematics and Electronics T
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• v.35T no.1
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• pp.82-89
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• 1998

PI controller has been used in the servo system. However the time response of the system designed using the PI control scheme does not provide with desirable time response in case of variation in system parameters or perturbation like a torque disturbance. LMFC(Linear model following controller) is being used to make the response of the system follow that of the model even though the parameter variation or the perturbation occurs. In this paper, a design method, RMFC(Robust Model Following Controller) is proposed, which use an auxiliary model in addition to the LMFC, which affords robustness against the low frequency load torque disturbance. The proposed method is more useful to rejecting the low frequency torque disturbance than LMFC. Proposed method is verified by simulation and experiment.

• Proceedings of the Korea Information Processing Society Conference
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• 2006.05a
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• pp.199-202
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• 2006

실시간 시스템에서는 정해진 시간 안에 작업을 수행해야 하는 것이 가장 중요하다. 때문에 실시간 시스템에서의 응답시간 위반은 물질 또는 인명 피해와 직결된다. 이에 응답시간을 보장하기 위해 실시간 시스템을 분석하는 기법들에 대한 많은 연구가 진행되었다. 그러나 기존의 분석 방법들은 최악실행시간을 도출하기위해 실시간 프로그램의 흐름을 분석하거나 분석을 위한 제약을 생성할 때 부하가 생기는 문제점을 가지고 있다. 이러한 문제를 해결하기 위하여 본 논문에서는 프로그램에서 나타나는 함수 또는 변수 등이 중복해서 사용되는 특성들을 이용하여 실행시간 분석에 대한 부하를 줄일 수 있는 방법을 제안하고, 제안한 방법을 기반으로 실시간 프로그램에서 실행시간을 예측할 때 필요한 기본 자료들을 도출할 수 있는 소스코드 분석 도구를 제안한다.

• Fire Science and Engineering
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• v.10 no.3
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• pp.51-57
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• 1996

반응시간지수(Response Rime Index : RTI)를 사용하여 스프링클러의 열응답(thermal response) 특성을 분류할 수 있다. 반응시간지수는 plunge test에서 균일한 고온의 공기속도의 제곱근과 스프링클러 열감지부의 시정수(time constant)의 곱으로 나타낼 수 있다. 고온의 주위 공기온도에서 스프링클러가 작동하는 시간을 측정하므로서 열감지부의 시정수를 계산할 수 있다. 스프링클러의 RTI가 시정수에 비하여 실험조건에 따른 변화 폭이 적으므로 실제 화재시의 스프링클러 자동시간을 예측하는데에는 RTI가 사용된다. 스프링클러의 작동시간 예측을 위해서는 RTI값과 스프링클러 열감지부 주위의 유속이 필요하며, 유속은 화재의 발열량과 스프링클러가 설치된 구획의 높이로부터 실험식으로 결정된다. 따라서 Plunge test를 이용하여 얻은 스프링클러 열감지부의 기본자료로부터 실화재시의 스프링클러 작동시간을 예측하게 되며, ZONE 모델과 같은 화재 simulation 프로그램과 같이 사용된다면 스프링클러 작동시의 연층의 높이도 예측 가능하게 된다.

• Proceedings of the KIEE Conference
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• 2003.07d
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• pp.2221-2223
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• 2003

다양한 공정에 범용 적으로 적용할 수 있는 PID 제어기 동조 방법이 많이 연구되고 있다. 한 가지 방법으로서 실제공정에 대한 축소모델을 구하고 축소모델로부터 파라메터를 동조하는 방법이 사용되고 있다. 본 논문에서는 시간응답으로부터 최소 자승법을 이용하여 고차 시스템을 2차계로 축소하는 방법을 제안하였다. 2차계 시스템을 차분 방정식으로 표현하고, 시간응답의 입출력 데이터로부터 최소 자승법을 이용하여 차분 방정식의 계수를 구하였다. 차분 방정식을 이산시간상태방정식으로 변환, 이산시간 상태방정식을 연속시간 상태방정식으로 변환하는 과정을 유도하여, 차분 방정식의 계수로부터 연속시간 상태방정식을 구하는 방법을 제시하였다. 시뮬레이션을 통하여 축소모델의 정확성 및 실제공정과의 특성을 비교하였다.

• 대한공업교육학회지
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• v.33 no.2
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• pp.287-299
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• 2008

HTTP is one of the most widely used protocols of the WWW. Currently it uses TCP as the transport layer protocol to provide reliability. The HTTP uses separate TCP connection for each file request and adds unnecessary head-of-line blocking overhead for the file retrieval. The web application is short sized and affected by the increased handover latency of TCP in wireless environment. SCTP has attractive features such as multi-streaming and multi-homing. SCTP's multi-streaming and multi-homing avoid head-of-line blocking problem of TCP and reduce handover latency of TCP in wired and wireless environment. Mean response time is the important measure in most web application. In this paper, we present the comparison of mean response time between HTTP over SCTP with that of HTTP over TCP in wired and wireless environments using NS-2 simulator. We measured mean response time for varying packet loss rate, bandwidth, RTT, and the number of web objects in wired environment and mean response time and packet loss rate for varying moving speed and region size in wireless environment. Our experimental result shows that SCTP reduces the mean response time of TCP based web traffic.

• Journal of the Korean GEO-environmental Society
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• v.12 no.4
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• pp.53-63
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• 2011

Selection or generation of appropriate input ground motion is very important in performing a dynamic analysis. In Korea, it is a common practice to use recorded strong ground motions or artificial motions. The recorded motions show non-stationary characteristics, which is a distinct property of all earthquake motions, but have the problem of not matching the design response spectrum. The artificial motions match the design spectrum, but show stationary characteristics. This study generated ground motions that preserve the non-stationary characteristics of a real earthquake motion, but also matches the design spectrum. In the process, an impulse function-based algorithm that adjusts a given time series in time domain such that it matches the target response spectrum is used. Application of the algorithm showed that it can successfully adjust any recorded motions to match the target spectrum and also preserve the non-stationary characteristics. The modified motions are used to perform a series of nonlinear site response analyses. It is shown that the results using the adjusted motions result in more reliable estimates of ground vibration. It is thus recommended that the newly adjusted motions be used in practice instead of original recorded motions.

• The Transactions of the Korea Information Processing Society
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• v.1 no.3
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• pp.367-379
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• 1994

This paper describes scheduling algorithms of the UNIX operating system and shows an analytical approach to approximate the average conditional response time for a process in the UNIX operating system. The average conditional response time is the average time between the submittal of a process requiring a certain amount of the CPU time and the completion of the process. The process scheduling algorithms in thr UNIX system are based on the priority service disciplines. That is, the behavior of a process is governed by the UNIX process schuduling algorithms that (ⅰ) the time-shared computer usage is obtained by allotting each request a quantum until it completes its required CPU time, (ⅱ) the nonpreemptive switching in system mode and the preemptive switching in user mode are applied to determine the quantum, (ⅲ) the first-come-first-serve discipline is applied within the same priority level, and (ⅳ) after completing an allotted quantum the process is placed at the end of either the runnable queue corresponding to its priority or the disk queue where it sleeps. These process scheduling algorithms create the round-robin effect in user mode. Using the round-robin effect and the preemptive switching, we approximate a process delay in user mode. Using the nonpreemptive switching, we approximate a process delay in system mode. We also consider a process delay due to the disk input and output operations. The average conditional response time is then obtained by approximating the total process delay. The results show an excellent response time for the processes requiring system time at the expense of the processes requiring user time.

• Transactions of the Korean Society of Mechanical Engineers
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• v.17 no.5
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• pp.1084-1094
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• 1993

An efficient method for determining forced responses of a general linear structural system in time domain using subtructure modes and Lagrange multipliers is presented. Compared with the conventional mode synthesis methods, the suggested method does not construct the equations of motion of the combined whole structure and thus the modal parameters of the whole structure are not required. Only modal parameters of each substructure and geometric compatibility conditions are needed. Both the loaded interface free-free modes and free interface modes can be employed as the modal bases of each substructure. Recurrence discrete-time state equations based upon state transition matrix are formulated for the transient analysis of a parameter-changing system. It is shown form numerical examples that the suggested method is very accurate and efficient to calculate transient responses compares with the direct numerical integration method.