간행물

한국공간구조학회> 한국공간구조학회지

한국공간구조학회지 update

Journal of the Korean association for shell and spatial structures

  • : 한국공간구조학회
  • : 공학분야  >  건축공학
  • : KCI등재
  • :
  • : 연속간행물
  • : 계간
  • : 1598-4095
  • : 2287-7401
  • :

수록정보
수록범위 : 1권1호(2001)~19권3호(2019) |수록논문 수 : 746
한국공간구조학회지
19권3호(2019년 09월) 수록논문
최근 권호 논문
| | | |

KCI등재

1드론 및 열화상을 활용한 구조물 재난 안전 평가 SMART SKY EYE 시스템

저자 : 배재훈 ( Bae Jaehoon ) , 이종훈 ( Lee Jonghoon ) , 장아름 ( Jang Arum ) , 주영규 ( Ju Young-kyu )

발행기관 : 한국공간구조학회 간행물 : 한국공간구조학회지 19권 3호 발행 연도 : 2019 페이지 : pp. 4-8 (5 pages)

다운로드

(기관인증 필요)

키워드 보기
초록보기

KCI등재

2성형 제작 합성보(HyFo Beam)의 내진 성능

저자 : 김성배 ( Sung-bae Kim ) , 김상섭 ( Sang-seup Kim ) , 이경구 ( Kyung-koo Lee ) , 김민식 ( Min-sik Kim )

발행기관 : 한국공간구조학회 간행물 : 한국공간구조학회지 19권 3호 발행 연도 : 2019 페이지 : pp. 9-13 (5 pages)

다운로드

(기관인증 필요)

키워드 보기
초록보기

KCI등재

3역U형 상부 강판과 날개 달린 U형 하부 강판을 용접 조립한 박스형 세미 슬림 플로어 합성보 공법(AU 합성보)

저자 : 고수진 ( Go Su-jin ) , 염경수 ( Yom Kyong-soo ) , 김도범 ( Kim Do-bum ) , 김영화 ( Kim Young-hwa ) , 김영호 ( Kim Young-ho )

발행기관 : 한국공간구조학회 간행물 : 한국공간구조학회지 19권 3호 발행 연도 : 2019 페이지 : pp. 14-22 (9 pages)

다운로드

(기관인증 필요)

키워드 보기
초록보기

KCI등재

4주상 복합 구조물에 적용된 중간층 면진 시스템의 성능 검토

저자 : 박광섭 ( Park Kwang-seob ) , 김윤태 ( Kim Yun-tae ) , 김현수 ( Kim Hyun-su )

발행기관 : 한국공간구조학회 간행물 : 한국공간구조학회지 19권 3호 발행 연도 : 2019 페이지 : pp. 33-40 (8 pages)

다운로드

(기관인증 필요)

초록보기

A seismic isolation system is one of the most effective control devices used for mitigating the structural responses due to earthquake loads. This system is generally used as a type of base isolation system for low- and mid-rise building structures. If the base isolation technique is applied to high-rise buildings, a lot of problems may be induced such as the movement of isolation bearings during severe wind loads, the stability problem of bearings under large compression forces. Therefore, a mid-story isolation system was proposed for seismic protection of high-rise buildings. Residence-commerce complex buildings in Korea have vertical irregularity because shear wall type and frame type structures are vertically connected. This problem can be also solved by the mid-story isolation system. An effective analytical method using super elements and substructures was proposed in this study. This method was used to investigate control performance of mid-story isolation system for residence-commerce complex buildings subjected to seismic loads. Based on numerical analyses, it was shown that the mid-story isolation system can effectively reduce seismic responses of residence-commerce complex tall buildings.

KCI등재

5접촉면 처리 방식에 따른 석탑의 내진 특성 평가

저자 : 김호수 ( Kim Ho-soo ) , 김동관 ( Kim Dong-kwan ) , 원태호 ( Won Tae-ho ) , 전건우 ( Jeon Geon-woo )

발행기관 : 한국공간구조학회 간행물 : 한국공간구조학회지 19권 3호 발행 연도 : 2019 페이지 : pp. 41-50 (10 pages)

다운로드

(기관인증 필요)

초록보기

The stone pagoda continued to be damaged by weathering and corrosion over time, and natural disasters such as earthquake are accelerating the destruction of cultural properties. Stone pagoda has discontinuous structure behavior and is very vulnerable to the seismic load acting in lateral direction. It is necessary to analyze various design variables as the contact surface characteristics play an important role in the dynamic behavior of stone pagodas. For this purpose, contact surface characteristics of stone pagoda can be classified according to surface roughness and filler type, and representative model is selected and structural modeling and analysis are performed using the discrete element method. Also, the seismic load according to the repetition period is calculated and the dynamic analysis is performed considering the discontinuous characteristics of the stone pagoda. Finally, the seismic behavior characteristics can be analyzed by the evaluation of stresses, displacements and structural safety.

KCI등재

6하이브리드 중간층 지진 격리 시스템과 빌딩 구조물의 동시 최적화

저자 : 김현수 ( Kim Hyun-su ) , 강주원 ( Kang Joo-won )

발행기관 : 한국공간구조학회 간행물 : 한국공간구조학회지 19권 3호 발행 연도 : 2019 페이지 : pp. 51-59 (9 pages)

다운로드

(기관인증 필요)

초록보기

A hybrid mid-story seismic isolation system with a smart damper has been proposed to mitigate seismic responses of tall buildings. Based on previous research, a hybrid mid-story seismic isolation system can provide effective control performance for reduction of seismic responses of tall buildings. Structural design of the hybrid mid-story seismic isolation system is generally performed after completion of structural design of a building structure. This design concept is called as an iterative design which is a general design process for structures and control devices. In the iterative design process, optimal design solution for the structure and control system is changed at each design stage. To solve this problem, the integrated optimal design method for the hybrid mid-story seismic isolation system and building structure was proposed in this study. An existing building with mid-story isolation system, i.e. Shiodome Sumitomo Building, was selected as an example structure for more realistic study. The hybrid mid-story isolation system in this study was composed of MR (magnetorheological) dampers. The stiffnessess and damping coefficients of the example building, maximum capacity of MR damper, and stiffness of isolation bearing were simultaneously optimized. Multi-objective genetic optimization method was employed for the simultaneous optimization of the example structure and the mid-story seismic isolation system. The optimization results show that the simultaneous optimization method can provide better control performance than the passive mid-story isolation system with reduction of structural materials.

KCI등재

7대공간 구조를 위한 텐세그리티 모듈 제작

저자 : 이승혜 ( Lee Seunghye ) , 정진우 ( Jeong Jinwoo ) , 안승환 ( Ahn Seungwhan ) , 이재홍 ( Lee Jaehong )

발행기관 : 한국공간구조학회 간행물 : 한국공간구조학회지 19권 3호 발행 연도 : 2019 페이지 : pp. 61-68 (8 pages)

다운로드

(기관인증 필요)

초록보기

A tensegrity module structure is suitable type for spatial structures. Because the tensegrity is composed of set of discontinuous compressive elements (struts) floating within a net of continuous tensile elements (cables), the system can provide the basis for lightweight and strong. However, despite the advantages of tensegrities, design and fabrication of the systems have difficulty because of form-finding methods, pin-connection and the control of prestress. In this paper, the new pin-connection method was invented to make the tensegrity module. The production process and practical implementation of uniformly compressed the tensegrity structures by using a UTM are described. Experiments showed the mechanical response and failure aspects of the tensegrity system.

KCI등재

8양방향 BSS 구조의 형상 매개 변수 연구

저자 : 이승혜 ( Lee Seunghye ) , 서민희 ( Seo Minhee ) , 박상은 ( Park Sangeun ) , 김선명 ( Kim Sun-myung ) , 이기학 ( Lee Kihak ) , 이재홍 ( Lee Jaehong )

발행기관 : 한국공간구조학회 간행물 : 한국공간구조학회지 19권 3호 발행 연도 : 2019 페이지 : pp. 69-76 (8 pages)

다운로드

(기관인증 필요)

초록보기

A Beam String Structure (BSS) is a type of hybrid structures, which is composed of upper structural members, lower strings, and struts. Due to the advantages that the pre-tensioned strings elicit pre-caber of the upper structural members, the deflection can be greatly reduced without increasing the structural member size. In this study, a two-way beam string structure is proposed to endure bi-directional loading. The two-way beam string structure consists of two cable parts, namely, sagging and arch-shaped cables. A parametric study is presented aimed at proposing design guide lines of the two-way beam string structures. Numerical finite element analyses through the ABAQUS package were implemented to obtain their behaviors.

KCI등재

9가열 시험을 거친 AU 합성보의 휨 성능에 관한 실험 연구

저자 : 김영호 ( Kim Young Ho )

발행기관 : 한국공간구조학회 간행물 : 한국공간구조학회지 19권 3호 발행 연도 : 2019 페이지 : pp. 77-83 (7 pages)

다운로드

(기관인증 필요)

초록보기

AU(A plus U-shaped) composite beam was developed for reducing the story height in the residential buildings, and saving the cosrtuction cost of floor structures. Structural performance and economic feasibility of the composite beam have been sufficiently approved through the structural experiments and the analytical studies. Fire safety for the practical application of the composite beam has also been verified through the fire resistance tests and the heat transfer analyses. In this study 2-points bending tests were performed on the four specimens already tested for fire resistance to evaluate the residual bending strength of AU composite beam after fire accident. The same bending test was performed on the one fresh specimen having the same section and span of the specimens for practically comparative study.

KCI등재

10공동 주택의 구조벽과 비내력벽의 일체화 효과에 따른 내진 성능 분석

저자 : 김은서 ( Kim Eun-seo ) , 최병훈 ( Choi Byung-hoon ) , 이정한 ( Lee Jung-han ) , 이기학 ( Lee Kihak )

발행기관 : 한국공간구조학회 간행물 : 한국공간구조학회지 19권 3호 발행 연도 : 2019 페이지 : pp. 85-92 (8 pages)

다운로드

(기관인증 필요)

초록보기

This study was carried out to examine the effect of the presence of non-structural walls in apartment buildings subjected to an earthquake. It was believed that the presence of non-structural walls, which has not been considered in the structural design process, was usually built together with structural walls and this led to significant damages to the apartment buildings in Pohang earthquake, 2017. In this study, a 22-story apartment building was selected and modeled to simulate the seismic behavior due to earthquakes. The story drift, performance point, and compressive strain in the walls were the main parameters to evaluate the seismic performance with the presence of non-structural walls.

12
권호별 보기
가장 많이 인용된 논문

(자료제공: 네이버학술정보)

가장 많이 인용된 논문
| | | |
1연안해역에서 석유오염물질의 세균학적 분해에 관한 연구

(2006)홍길동 외 1명심리학41회 피인용

다운로드

2미국의 비트코인 규제

(2006)홍길동심리학41회 피인용

다운로드

가장 많이 참고한 논문

(자료제공: 네이버학술정보)

가장 많이 참고한 논문

다운로드

2미국의 비트코인 규제

(2006)홍길동41회 피인용

다운로드

해당 간행물 관심 구독기관

금오공과대학교 세종대학교 영남대학교 건국대학교 조선대학교
 14
 9
 8
 6
 6
  • 1 금오공과대학교 (14건)
  • 2 세종대학교 (9건)
  • 3 영남대학교 (8건)
  • 4 건국대학교 (6건)
  • 5 조선대학교 (6건)
  • 6 서울대학교 (3건)
  • 7 성균관대학교 (3건)
  • 8 세명대학교 (3건)
  • 9 송원대학교 (3건)
  • 10 서울과학기술대학교(구 서울산업대학교) (3건)

내가 찾은 최근 검색어

최근 열람 자료

맞춤 논문

보관함

내 보관함
공유한 보관함

1:1문의

닫기