• 한국전산구조공학회논문집
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• 제27권6호
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• pp.501-508
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• 2014

본 논문에서는 질점계 비선형 지진응답해석을 통한 역량스펙트럼 도출방법을 소개한다. 일반적인 건축물의 손상도 평가는 비선형 등가정적해석(Push-over Analysis)을 통하여 건축물의 역량스펙트럼을 도출하고, 역량스펙트럼과 요구스펙트럼의 교차점을 성능점으로 평가하고 있다. 등가정적해석은 지진의 영향을 등가의 정적하중으로 환산한 후 이를 이용하여 정적해석을 수행함으로써 구조물의 지진에 의한 거동을 예측하는 방법이다. 이 방법은 고차모드 및 층별 동특성의 영향을 고려할 수 없다. 따라서 건축물의 동특성이 반영된 역량스펙트럼을 산출하기 위하여 질점계 비선형 지진응답해석을 진행하여 건축물의 역량 스펙트럼을 제안하고자 한다.

• Steel and Composite Structures
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• 제22권2호
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• pp.217-234
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• 2016

In order to investigate mechanical properties and load-bearing capacity of T-shaped Concrete-Filled Square Steel Tubular (TCFST) composite columns under eccentric axial load, three T-shaped composite columns were tested under eccentric compression. Experimental results show that failure mode of the columns under eccentric compression was bending buckling of the whole specimen, and mono column performs flexural buckling. Specimens behaved good ductility and load-bearing capacity. Nonlinear finite element analysis was also employed in this investigation. The failure mode, the load-displacement curve and the ultimate bearing capacity of the finite element analysis are in good agreement with the experimental ones. Based on eccentric compression test and parametric finite element analysis, the calculation formula for the equivalent slenderness ratio was proposed and the bearing capacity of TCFST composite columns under eccentric compression was calculated. Results of theoretical calculation, parametric finite element analysis and eccentric compression experiment accord well with each other, which indicates that the theoretical calculation method of the bearing capacity is advisable.

• Geomechanics and Engineering
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• 제5권5호
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• pp.447-462
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• 2013

An analysis model for predicting the tip bearing capacity of drilled shafts in cohesionless soils is improved in this study. The evaluation is based on large amounts of drilled shaft load test data. Assessment on the analysis model reveals a greater variation in two coefficients, namely, the overburden bearing capacity factor ($N_q$) and the bearing capacity modifier for soil rigidity (${\zeta}_{qr}$). These factors are modified from the back analysis of drilled shaft load test results. Different effective shaft depths and interpreted capacities at various loading stages (i.e., low, middle, and high) are adopted for the back calculation. Results show that the modified bearing capacity coefficients maintain their basic relationship with soil effective friction angle ($\bar{\phi}$), in which the $N_q$ increases and ${\zeta}_{qr}$ decreases as $\bar{\phi}$ increases. The suggested effective shaft depth is limited to 15B (B = shaft diameter) for the evaluation of effective overburden pressure. Specific design recommendations for the tip bearing capacity analysis of drilled shafts in cohesionless soils are given for engineering practice.

• 대한지역사회영양학회지
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• 제26권6호
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• pp.455-466
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• 2021

Objectives: The purpose of this study was to investigate the effects of internal and external capacity on the practical capacity for food waste disposal in adults. Methods: The study subjects were 410 adults who answered a structured questionnaire. The survey was conducted in January 2021. Data were analyzed through descriprive analysis, t-test, ANOVA, and multiple regression analysis using the SPSS Win 24.0. Results: First, in the analysis of internal capacity, attitude (3.95 out of 5 points) scored higher than knowledge (3.59 points). Attitudes showed significant differences according to gender (P < 0.001), age (P < 0.001), and income (P < 0.001). Knowledge showed significant differences according to gender (P < 0.01) and age (P < 0.05). Second, in the analysis of capacity, market constraints (3.73 points) scored the highest, followed by institutional conditions (3.48 points) and reference group (3.36 points). Market constraints differed according to gender (P < 0.001), and institutional conditions differed according to income (P < 0.001). There was a significant difference in the reference group according to the level of education (P < 0.05) and income (P < 0.05). Third, the practical capacity scores appeared in the order of separating discharge behavior, using behavior, purchasing behavior, and leadership behavior. Separating discharge behavior showed significant differences according to gender (P < 0.001), education level (P < 0.05), and income (P < 0.01). Using behavior showed a difference according to gender (P < 0.01), and purchasing behavior showed a significant difference according to income (P < 0.05). Leadership behavior showed no difference according to demographic factors. Fourth, internal capacity and external capacity showed a significant positive relationship with practical capacity. Factors affecting purchasing behavior were knowledge, attitude, institutional conditions, and reference group, and their explanatory power was 53%. Factors influencing using behavior were knowledge, attitude, institutional conditions, and reference group, and had an explanatory power of 37%. Leadership behavior was influenced by institutional conditions and the reference group, with an explanatory power of 31%. Conclusions: Internal capacity, external capacity, and practical capacity show differences according to demographic factors. Factors influencing the practical capacity of adults were knowledge, attitude, institutional conditions, and reference group.

• 한국도로학회논문집
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• 제17권5호
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• pp.123-133
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• 2015

PURPOSES : This study aimed to develop a new highway capacity estimation method and provide comparative results among traditional capacity estimation methods and the recommended values in the latest version of KHCM. METHODS : The limitations of the existing methods, such as inconsistency and underestimation of the capacity value, are summarized through an extensive literature review. To overcome these limitations, a new method is introduced by adopting a definition of capacity and traffic flow characteristics at or near breakdown points. This method can produce the capacity value by searching a point corresponding to the maximum traffic flow through analysis of gradient changes (point of inflection) of the traffic flow and speed distribution. Comparative results of capacity values from each method are also presented to validate the new method by using data collected from detectors on freeways. RESULTS: From the analysis results, it is shown that a consistent capacity value can be estimated by applying the new method. In addition, the resulting capacity values are 3%-4% higher than those recommended in KHCM. CONCLUSIONS : The capacity values listed in the current KHCM tend to produce underestimated results. The new method presented in this paper may be included in the future edition of KHCM.

• 한국지반공학회지:지반
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• 제13권6호
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• pp.61-70
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• 1997

매입말뚝공법으로 시공된 말뚝의 거동은 항타말뚝의 그것과는 다르고 또한 여기서 얻어지는 하중-침하량 곡선의 특성도 다름에도 불구하고 이에 대한 기본적인 고찰없이 항타공법에서 적용해 왔던 허용하중 결정방법을 그대로 매입말뚝공법에도 준용하고 있다. 국내의 관련기준에 의하면 허용지지력을 결정하는 방법들이 기준마다 서로 다르고 또한 적용 안전율도 차이가 있어 서로 상충되는 면이 있다. 본 논문에서는 106개 말뚝의 정재하시험을 통해 얻어진 하중-침하량 곡선을 분석하고 이들 결과를 공법별로 비교하였다. 분석결과 일정한 곡선을 기준하여 제시된 각종의 수학적 기법들은 허용지지력을 결정하기 위한 적절한 방법이 아님을 알 수 있었다. 또한 분석결과를 바탕으로 적절한 허용하중 판정방법 및 적용안전율을 제안하였다.

• 대한통합의학회지
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• 제8권2호
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• pp.169-185
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• 2020

Purpose : This study aimed to conduct a comprehensive meta-analysis to evaluate the effect size for pulmonary function and gait capacity of treadmill exercise in stroke patients. In addition, we aimed to examine the current status of treadmill interventions and compare the effect sizes of treadmill training to provide evidence-based practice for future development and application. Methods : The meta-analysis study was conducted using research articles that applied treadmill exercise to stroke patients and were published between January 2005 and February 2020. For a systematic meta-analysis, we conducted a search using the PICOS framework and selected 25 domestic stroke- and treadmill-related studies. The Comprehensive Meta-Analysis program was used to calculate the effect sizes for lung function and gait capacity (6-minute walk test and 10 m walk test). As Cohen's d has a tendency to overestimate the effect size, we used Hedge's g to increase the accuracy in computing the effect size. Results : Based on the results of the meta-analysis, the total effect size of treadmill exercise was 0.535, which was statistically significant, with a medium effect size (p<0.05). The effects of treadmill exercise in stroke patients were divided into dependent variables, namely pulmonary function (0.372) and gait capacity (0.584). In addition, for gait capacity, the effect sizes were evaluated for both the 6-minute walk test (0.756) and the 10 m walk test (0.514). Conclusion : This study provides objective evidence of the effectiveness of treadmill-based gait training programs. We hope that the results of this study will help support the development and implementation of treadmill-based gait training in stroke patients. Treadmill training is expected to improve not only pulmonary function, but also the gait capacity of stroke patients. Long-term investigations on the effects of treadmill training in stroke patients are necessary.

• 한국공간구조학회논문집
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• 제6권2호
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• pp.131-136
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• 2006

It is important to evaluate energy absorption capacity of frames required during a design earthquake. An inelastic computer analysis based on mathematical modelling of energy absorbing frames and elements makes it possible to evaluate required energy absorption capacity. But such an analysis sometimes consumes much computation time particularly in case of complicated structural system. This paper presents a proposal to predict energy absorption of multi-bent steel frames by simple equivalent linear method.

• 한국재난정보학회 논문집
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• 제9권3호
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• pp.266-275
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• 2013

최근 복합재난 환경 속에서 지역 방재력을 구축하기 위한 재난안전관리의 선진화에 대한 새로운 패러다임이 요구되어지고 있다. 이러한 상황속에서 2012년 9월 구미 불산 유출사고를 겪으면서 지방자치단체의 재난안전 역량의 중요성 및 필요성이 부각되었다. 이와 함께 안전 확보에 대한 국민의 관심도 증대는 지역 주민들의 재난안전정보에 대한 권리를 가시화하였고 사회적 이슈로 나타났다. 본 연구에서는 지방자치단체의 재난관리 업무역량을 평가 분석 할 수 있는 프로그램을 개발하였다. 재난관리 역량강화 지표를 데이터베이스화하여 재난관리담당자 중심의 웹 기반 체계를 구축하여 지방자치단체가 자체적으로 재난안전관리 역량 수준을 파악하도록 하였다. 또한, 재난안전관리 정보를 지역주민들이 이해하기 용이하게 지표화하여 공개하도록 하였다. 지방자치단체의 재난관리 역량강화를 위해서는 지역의 취약성을 분석하여 개선사항을 도출하는 노력과 함께 이를 지역주민에게 공시함으로서 지역사회의 참여를 바탕으로 최적의 효과를 거둘 수 있을 것이라 기대한다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.267-274
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• 2000

Current seismic design codes for building structures are based on the method which can provide enough capacity to satisfy objected performance level and exactly evaluate the seismic performance of buildings. The capacity spectrum method using the nonlinear static(pushover) analysis is becoming a popular tool for evaluating the seismic performance of existing and new building structures. By means of a graphical procedure capacity spectrum method esimates the performance level of structure by comparing the capacity of structure with the demand of earthquake ground motion on the structure. In the method the relation between base shear estimated by a nonlinear static analysis and horizontal displacement is used. Capacity spectrum is usually expressed as what represent the responses of the equivalent single degree of freedom (ESDOF) system for the building structures. However there are some problems in converting procedures into ESDOF system which include not considering the effect of higher modes of structures. The objective of this paper is to compare and verify existing methods and suggest the modified capacity spectrum for seismic performance evaluation of building structures.