http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
ECC로 보강한 비보강 조적 벽체의 횡력 저항 성능 향상
최현기(Choi Hyun-Ki),박병규(Park Byung-Kyu),배백일(Bae Baek-Il),최창식(Choi Chang-Sik) 대한건축학회 2010 大韓建築學會論文集 : 構造系 Vol.26 No.12
Performing remodeling or change the usage of building, URM walls which used commonly in apartment as non-structural element need to have reliable performance of buildings because removal of this types of wall could make more wastes in construction site and removal procedure may cause delay of construction. One technique to enhance lateral resistance of these structures is to retrofit the URM walls using shotcrete. However, using normal shotcrete, cannot improve ductility and may cause brittle failure at wall-frame or slab connection. However, recent study for new materials, such as ECC or UHPC, can solve these problems increasing ductility and toughness of retrofitting materials. In this study, we use sprayed ECCs for retrofitting of URM wall. ECCs can be designed to work in conjunction with existing walls to increase both strength and ductility for in-plane behavior of the URM walls by spray. And this may change non-structural masonry wall to structural wall increasing stiffness of wall. To ensure that this technique will perform its intended purpose, in-plane lateral loading test was performed. The results of lateral quasi-static testing of two retrofitted URM compared to non-retrofitted one. Two retrofitted walls are consisted of just sprayed and anchored to wall base, RTM-ECC and have wiremesh, same detail of others, RTM-ECC-WM. Retrofitted specimens show significant increase of strength, ductility and energy dissipation capacity compared to URM. RTM-ECC show stiff strength degradation however, RTM-ECC-WM show slow degradation of strength because of the load transferring effect of wiremesh.
ECC로 보강한 조적벽체의 전단성능에 관한 실험적 연구
배백일(Bae Baek-Il),박병규(Park Byung-Kyu),최현기(Choi Hyun-Ki),최창식(Choi Chang-Sik) 대한건축학회 2009 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.29 No.1(구조계)
In order to performing remodeling or change the usage of building, URM walls which used commonly in apartment as non-structural element need to have reliable performance of buildings because removal of this types of wall could make more wastes in construction site and removal procedure may cause delay of construction. Using normal shotcrete, as retrofitting method, cannot improve ductility and may cause brittle failure of structure. However, recent study for new materials, such as ECC or UHPC, can solve these problems increasing ductility and toughness of retrofitting materials. In this study, we used sprayed ECCs for retrofitting URM wall. ECCs can be designed to work in conjunction with existing walls to increase both strength and ductility for in-plane behavior of the URM wall. And this may change non-structural masonry wall to structural wall. To ensure that this technique will perform its intended purpose, in-plane lateral loading test was performed. The results of lateral load test of two retrofitted URM compared to non-retrofitted one. Retrofitted walls are consisted of just sprayed and anchored to wall base, RTM-ECC and have wiremesh, same detail of others, RTM-ECC-WM. Retrofitted specimens show significant increase of strength, ductility and energy dissipation capacity compared to URM. RTM-ECC show stiff strength degradation however, RTM-ECC-WM show slow degradation of strength because of the load transferring effect of wiremesh.
지진하중을 고려한 비보강 조적조의 재료특성 평가에 관한 실험연구
김희철,김관중,박진호,홍원기 한국지진공학회 2001 한국지진공학회논문집 Vol.5 No.2
본 논문은 국내의 비보강 조적조에 대해 내진성능을 조사하기 위하여 재료측성 평가를 위한 실험연구를 수행하였다. 실험결과를 바탕으로 조적용 모르터의 압축강도식을 제안하였다. 또한 조적용 모르터의 배합비에 따른 조적조 프리즘의 압축강도 특성을 비교하였다. 조적조 프리즘의 압축강도로써 조적조의 탄성계수를 구할 수 있는 약산식을 제시하였으며, 약산식을 사인장 조적조 실험을 통하여 구한 전단탄성계수값과 비교하여 볼 때 타당성을 가지고 있다고 판단된다. 실험결과로써 나온 재료특성 값을 바탕으로 2층 조적조 다세대 주택에 대한 유사동적해석을 수행하였다. 해석결과로 얻은 전단응력과 전단파괴가 나타난 사인장 조적조의 허용전단응력은 유사한 것으로 확인되었다.
Ren Xin,Dengshan Bi,Wei Huang 국제구조공학회 2022 Structural Engineering and Mechanics, An Int'l Jou Vol.84 No.4
Aiming to examine different failure patterns in multistory URM walls, two 1/3 scaled three-story and three-bay URM models were designed for the quasi-static loading tests to contrastively investigate the failure processes and characteristics of the multistory URM walls. Two different failure responses were observed with special attention paid to the behavior of spandrelfailure mode. By evaluating the seismic performance and deformation behavior of two test walls, it is demonstrated that spandrels, that haven’t been properly designed in some codes, are of great significance in the failure of entire URM walls. Additionally, compared with pier-failure mode, spandrel-failure for multistory URM building is more reasonable and advisable as its effectively participation in energy dissipation and its efficiently improvement on seismic capacity and deformation in the overall structure. Furthermore, the experimental results are beneficial to improve seismic design and optimize reinforcement method of URM buildings.
Vulnerability curves of masonry constructions Algiers case study
Djaalali, F.,Bensaibi, M.,Bourahla, N.,Davenne, L. Techno-Press 2012 Structural Engineering and Mechanics, An Int'l Jou Vol.42 No.5
This study deals with the assessment of low and mid rise multi-story buildings made of stone and /or brick, composite steel and masonry slabs from the sixties, known to be vulnerable to seismic hazard using the "vulnerability index" method based on buildings survey following Ain Temouchent (1999) and Boumerdes (2003) earthquakes, from where vulnerability curves are constructed using the translation method. The results obtained for the case study confirm what has been observed in situ.
Vulnerability curves of masonry constructions Algiers case study
F. Djaalali,M. Bensaibi,N. Bourahla,L. Davenne 국제구조공학회 2012 Structural Engineering and Mechanics, An Int'l Jou Vol.42 No.5
This study deals with the assessment of low and mid rise multi-story buildings made of stone and /or brick, composite steel and masonry slabs from the sixties, known to be vulnerable to seismic hazard using the “vulnerability index” method based on buildings survey following Ain Temouchent (1999) and Boumerdes (2003) earthquakes, from where vulnerability curves are constructed using the translation method. The results obtained for the case study confirm what has been observed in situ.