전단벽 구조시스템의 내진성능평가 지표 산정

박태원,우운택,정란 단국대 부설 리모델링연구소 2004 리모델링 연구소 논문집 Vol.2 No.1

Earthquake resistance design has been developed many countries like Japan, USA, Mexico, New Zealand etc., which countries have experienced many earthquakes. Nowadays, earthquake resistance design has come into worldwide use. In Korea, the seismic design regulations have been established since 1988 in order to minimize the economic losses. Recently performance based design method has been adopted as a new Earthquake resistance design method. These regulations, however, are targeted for newly constructed buildings, In Korea, there are no regulations for existing buildings that built before 1988. On the other hand, in Japan and USA, the seismic performance evaluation is coded. In Japan, the evaluation index which can measure seismic performance has been made. So, we need to prepare the regulations that evaluate the seismic performance, furthermore proper retrofitting design guideline needs to be proposed when remodeling old buildings. In this research, various seismic performance evaluation methods which are being used in Japan and USA are reviewed in order to establish seismic performance evaluation index for those existing old structures in Korea.

Investigating the Effect of Prior Damage on the Post-earthquake Fire Resistance of Reinforced Concrete Portal Frames

Ronagh, Hamid Reza,Behnam, Behrouz Korea Concrete Institute 2012 International Journal of Concrete Structures and M Vol.6 No.4

Post-earthquake fire (PEF) can lead to a rapid collapse of buildings that have been partially damaged as a result of a prior earthquake. Almost all standards and codes for the design of structures against earthquake ignore the risk of PEF, and thus buildings designed using those codes could be too weak when subjected to a fire after an earthquake. An investigation based on sequential analysis inspired by FEMA356 is performed here on the immediate occupancy (IO), life safety (LS) and collapse prevention (CP) performance levels of two portal frames, after they are pushed to arrive at a certain level of displacement corresponding to the mentioned performance level. This investigation is followed by a fire analysis of the damaged frames, examining the time taken for the damaged frames to collapse. As a point of reference, a fire analysis is also performed for undamaged frames and before the occurrence of earthquake. The results indicate that while there is minor difference between the fire resistances of the fire-alone situation and the frames pushed to the IO level of performance, a notable difference is observed between the fire-alone analysis and the frames pushed to arrive at LS and CP levels of performance and exposed to PEF. The results also show that exposing only the beams to fire results in a higher decline of the fire resistance, compared to exposing only the columns to fire. Furthermore, the results show that the frames pushed to arrive at LS and CP levels of performance collapse in a global collapse mode laterally, whereas at the IO level of performance and fire-alone situation, the collapse mechanism is mostly local through the collapse of beams. Whilst the investigation is conducted for a certain class of portal frames, the results confirm the need for the incorporation of PEF into the process of analysis and design, and provide some quantitative measures on the level of associated effects.

Investigating the Effect of Prior Damage on the Post-earthquake Fire Resistance of Reinforced Concrete Portal Frames

Hamid Reza Ronagh,Behrouz Behnam 한국콘크리트학회 2012 International Journal of Concrete Structures and M Vol.6 No.4

Post-earthquake fire (PEF) can lead to a rapid collapse of buildings that have been partially damaged as a result of a prior earthquake. Almost all standards and codes for the design of structures against earthquake ignore the risk of PEF, and thus buildings designed using those codes could be too weak when subjected to a fire after an earthquake. An investigation based on sequential analysis inspired by FEMA356 is performed here on the immediate occupancy (IO), life safety (LS) and collapse prevention (CP) performance levels of two portal frames, after they are pushed to arrive at a certain level of displacement corresponding to the mentioned performance level. This investigation is followed by a fire analysis of the damaged frames, examining the time taken for the damaged frames to collapse. As a point of reference, a fire analysis is also performed for undamaged frames and before the occurrence of earthquake. The results indicate that while there is minor difference between the fire resistances of the fire-alone situation and the frames pushed to the IO level of performance, a notable difference is observed between the fire-alone analysis and the frames pushed to arrive at LS and CP levels of performance and exposed to PEF. The results also show that exposing only the beams to fire results in a higher decline of the fire resistance, compared to exposing only the columns to fire. Furthermore, the results show that the frames pushed to arrive at LS and CP levels of performance collapse in a global collapse mode laterally, whereas at the IO level of performance and fire-alone situation, the collapse mechanism is mostly local through the collapse of beams. Whilst the investigation is conducted for a certain class of portal frames, the results confirm the need for the incorporation of PEF into the process of analysis and design, and provide some quantitative measures on the level of associated effects.

Methodology for investigating the behavior of reinforced concrete structures subjected to post earthquake fire

Behnam, Behrouz,Ronagh, Hamid R.,Baji, Hassan Techno-Press 2013 Advances in concrete construction Vol.1 No.1

Post earthquake fire (PEF) can lead to the collapse of buildings that are partially damaged in a prior ground-motion that occurred immediately before the fire. The majority of standards and codes for the design of structures against earthquake ignore the possibility of PEF and thus buildings designed with those codes could be too weak when subjected to a fire after an earthquake. An investigation based on sequential analysis inspired by FEMA356 is performed here on the Life-Safety performance level of structures designed to the ACI 318-08 code after they are subjected to two different earthquake levels with PGA of 0.35 g and 0.25 g. This is followed by a four-hour fire analysis of the weakened structure, from which the time it takes for the weakened structure to collapse is calculated. As a benchmark, the fire analysis is also performed for undamaged structure and before occurrence of earthquake. The results show that the vulnerability of structures increases dramatically when a previously damaged structure is exposed to PEF. The results also show the damaging effects of post earthquake fire are exacerbated when initiated from second and third floor. Whilst the investigation is for a certain class of structures (regular building, intermediate reinforced structure, 3 stories), the results confirm the need for the incorporation of post earthquake fire in the process of analysis and design and provides some quantitative measures on the level of associated effects.

역T형 옹벽의 지진시 거동특성 Part II : 입력 지진파의 영향

이진선 한국지진공학회 2016 한국지진공학회논문집 Vol.20 No.1

Permanent deformation plays a key role in performance based earthquake resistant design. In order to estimate permanent deformation after earthquake, it is essential to secure reliable response history analysis(RHA) as well as earthquake scenario. This study focuses on permanent deformation of an inverted T-type wall under earthquake. The study is composed of two separate parts. The first one is on the verification of RHA and the second one is on an effect of input earthquake motion. The former is discussed in companion paper and the latter in this paper. In order to investigate the effect of an input earthquake motion on the permanent deformation, three bins of spectral matched real earthquake records with different magnitude, regions, epicentral distance are constructed. Parametric study was performed using the verified RHA through the companion paper for each earthquake records in the bins. The most influential parameter affecting permanent displacement is magnitude. The other parameters describing earthquake motion are not significant enough to increase permanent displacement of the inverted T-type wall except for energy related parameters(AI, CI, SEI).

Application of shakedown analysis technique to earthquake-resistant design of ductile moment-resisting steel structures

Lee, Han-Seon,Bertero, Vitelmo V. Techno-Press 1993 Structural Engineering and Mechanics, An Int'l Jou Vol.1 No.1

The motivations of the application of shakedown analysis to the earthquake-resistant design of ductile moment-resisting steel structures are presented. The problems which must be solved with this application are also addressed. The illustrative results from a series of static and time history nonlinear analyses of one-bay three-story steel frame and the related discussions have shown that the incremental collapse may be the critical design criterion in case of earthquake loading. Based on the findings, it was concluded that the inelastic excursion mechanism for alternation load pattern, such as in earthquake, should be the sidesway mechanism of the whole structure for the efficient mobilization of the structural energy dissipating capacity and that the shakedown analysis technique can be used as a tool to ensure this mechanism.

풍력 발전단지내 아두이노를 활용한 스마트 다기능 대지 고유 저항 측정 장치 개발

김홍용,윤동기,신승중 한국인터넷방송통신학회 2019 한국인터넷방송통신학회 논문지 Vol.19 No.6

Conventional methods of measuring ground resistance and ground resistance field measurement are used to measure voltage drop according to the resistance value of the site by applying current by installing a constant interval of measurement electrode. If the stratified structure of the site site is unique, errors in boundary conditions will occur in the event of back acid and the analysis of the critical ground resistance in the ground design will show much difference from simulation. This study utilizes the Arduino module and smart ground measurement technology in the convergent information and communication environment to develop a reliable smart land resistance measuring device even if the top layer of land is unique, to analyze the land resistance and accumulate data to predict the change in the age of the land. Considering the topographical characteristics of the site, we propose a ground resistance measuring device and its method of measuring ground resistance so that the auxiliary electrode can be installed by correctly positioning the angle and distance in measuring ground resistance. Not only is ground resistance value obtained through electrodes installed to allow accurate ground resistance values to be selected, but it can also be used as a useful material for installing electrical facilities in similar areas. Moreover, by utilizing reliable data and analyzing the large sections of the site, a precise analysis of the site, which is important in ground design as well as construction cost, is expected to be used much in ground facility design such as potential rise. 기존의 대지저항률과 접지저항 현장 측정 방식은 일정한 간격의 측정전극을 설치하여 전류를 인가하여 대지의저항값에 따른 전압강하를 측정하게 되는데 현장 대지의 층상 구조가 특이성을 갖게 되면 역산 시 경계 조건의 오차를발생하게 되고 접지 설계 시 중요한 대지저항률 분석이 시뮬레이션 상과 많은 차이를 보이게 된다. 본 연구는 정보통신융합환경에서 아두이노 모듈과 스마트 접지 측정 기술를 활용하여 대지의 층상이 특이성을 갖는 구조라도 신뢰할 수있는 스마트 대지 저항 측정장치를 개발하여 대지저항을 분석하고 데이터를 축적하여 대지의 경년변화를 예측한다. 현장의 지형적인 특성을 고려하여 접지저항과 대지저항 측정 시 각도와 거리를 정확하게 위치시켜 보조전극을 설치할 수있는 접지저항 측정장치 및 측정방법을 제안한다. 정확한 접지저항 값을 선정할 수 있게 하기 위해 설치된 전극을 통해접지저항 값뿐만 아니라, 대지저항률을 취득할 수 있어 유사지역에 전기시설물 설치 시에 유용한 자료로 활용할 수 있다. 또한 신뢰성 높은 데이터를 활용하고 현장의 대지구조를 분석하여 공사비용 뿐 아니라 접지설계에서 중요한 비중을 차지하는 대지에 대한 정밀한 분석으로 전위상승 등의 접지설비설계에서 많은 활용이 기대된다.

TUTUM Easy-seismic: 소방시설 내진설계 자동화 소프트웨어 개발

오창수,최준호 한국화재소방학회 2019 한국화재소방학회논문지 Vol.33 No.5

‘소방시설 내진설계 의무화’에 발맞추어 내진설계의 신뢰성과 효율성 향상을 위해서는 설계 자동화 소프트웨어개발이 필수불가결하다. 본 연구에서 개발한 내진 설계 자동화 S/W는 소방청의 「소방시설의 내진설계 기준(이하 “국내 기준”)」에 따른 흔들림 방지 버팀대(이하 “버팀대”)의 자동 배치, 계산서 출력 및 그리고 물량 자동 산출 등의 기능을 제공한다. 또한, 자동화 S/W는 설계자의 수동설계와 비교하였을 때 약 3배 정도의 업무 속도를 단축시켜줄 뿐만 아니라 버팀대 등의 설계물량과 관련한 휴먼에러를 줄임으로써 설계안의 신뢰성을 높여준다. 뿐만 아니라 그동안보수적으로 접근했던 소방시설의 내진설계방식에 있어 적어도 버팀대 사용에 대해서 컴퓨터 알고리즘을 이용한 최적의 내진설계를 수행할 수 있었다. In line with the “mandatory seismic design of fire protection facilities,” development of design automation software isindispensable for improving the reliability and efficiency of seismic design. The seismic design automation softwaredeveloped in this study is an automated S/W for seismic design of fire-fighting facilities, and functions such as automaticarrangement of anti-shake braces according to Korea National Fire Agency's Seismic Design Standards for fire-fightingfacilities, output of seismic bracing calculation bills and automatic quantities counting. In addition, the seismic designautomation software not only reduces the work speed by three times compared to the manual design of the designer, butalso improves the reliability of the design by reducing the human error related to the design quantity such as the brace. In addition, in the seismic design method of fire protection facilities that have been approached conservatively, it waspossible to perform the optimal seismic design by using computer algorithms for at least in the use of braces.

일반도로교의 내진해석모델 개발

국승규,김판배 한국지진공학회 2002 한국지진공학회논문집 Vol.6 No.4

일반설계에서 요구하는 구조물의 안전성은 탄성영역에서 일정수준의 안전계수를 확보하여 만족된다. 그러나 내진설계에서의 안전성은 소성영역에서 구조물의 형상에 따라 특정한 연성파괴메카니즘을 유도하여 확보하도록 요구하고 있다. 그러므로 이러한 안전성은 구조물의 기본설계단계에서 여러 개의 대안을 가지고 비교, 검토를 수행하여 확보되어야 하며 실시설계단계에서 이를 확인하는 작업이 이루어져야 한다. 이 연구에서는 일반도로교량을 대상으로 하여 기본설계와 실시설계에 사용하는 모델을 설정하였으며 양 모델의 동적거동특성인 주기와 모드형상을 비교하고 다중모드스펙트럼해석을 적용하여 파괴메카니즘을 규명하였다. 기본설계와 실시설계에 사용하는 모델로 각각 확인한 파괴메카니즘을 비교하여 기본설계모델의 타당성을 입증하고 실무에 적용할 수 있는 내진해석모델로 제시하였다. The structural safety required in general design is to be proved with safety factors provided for structural members in elastic range. But, for the safety requirement in the earthquake resistant design, a specific ductile failure mechanism in plastic range should be verified according to the structural configuration. Therefore such verifications should be done in the preliminary design stage by comparing various design alternatives. In the main design stage only a confirmation of the ductile failure mechanism is required. In this study typical roadway bridges are selected and analysis models are presented for the preliminary and main design. For the two models, vibration periods and mode shapes are compared and the multi-mode spectrum method is applied to determine failure mechanisms. The failure mechanisms obtained with the two models are compared to check the properness of the model used for the preliminary design, which may well be used as an earthquake resistant analysis model in practice.

Strengthening methods for existing wall type structures by installing additional shear walls

정란,박태원,황지현 국제구조공학회 2014 Structural Engineering and Mechanics, An Int'l Jou Vol.49 No.4

Before incorporating the earthquake-resistance design in design standard (1988) in South Korea, most of existing residential buildings were built without having lateral resistance capacity in addition to their structural peculiarity, such as exterior stair ways, exterior elevator room. For these reasons, the demands on retrofitting research for existing buildings arise recently and many retrofitting methods are proposed. These tasks are important to reduce the enormous economic loss and environmental issues. As the main purpose, this study was intended to examine the performance improvement in terms of ductility and strength in the wake of retrofitting and to suggest retrofitting details.