• Steel and Composite Structures
• /
• 제23권4호
• /
• pp.435-444
• /
• 2017

In the past, the progressive collapse resulting from local failures during accidents has caused many tragedies and loss of life. Although long-span spatial grid structures are characterised by a high degree of static indeterminacy, the sudden failure of key members may lead to a catastrophic progressive collapse. For this reason, it is especially necessary to research the progressive collapse resistance capacity of long-span spatial grid structures. This paper presents an evaluation method of important members and a novel dynamic analysis method for simulating the progressive collapse of long-span spatial grid structures. Engineering cases were analysed to validate these proposed method. These proposed methods were eventually implemented in the progressive collapse analysis of the main stadium for the Universiade Sports Center. The roof of the structure was concluded to have good resistance against progressive collapse. The novel methods provide results close to practice and are especially suitable for the progressive collapse analysis of long-span spatial grid structures.

• Steel and Composite Structures
• /
• 제3권4호
• /
• pp.277-287
• /
• 2003

The low boundary of load carrying capacity of the elastic-plastic spatial grid structures depend on numerous values and their variability assumed in designing process. Analysed influence all this values in searching for optimal variant of the structure lead to too great problem even taking into consideration actual computational power we have in disposal. Therefore one can take only a few values which have greatest influence on the optimal choice. In optimal analysis of the elastic-plastic spatial grid structures the previously proposed method with subsequent modification (Karczewski 1980), (Karczewski, Barszcz and Donten 1996), (Karczewski and Donten 2001) as well as computer program which was worked out by Donten K. to make possible practical utilisation this method was employed. The paper deal with evaluation of influence dimensions of particular values for choice of optimal variant of the structure. One among this values is distribution of the struts in the structure.

• Structural Engineering and Mechanics
• /
• 제40권6호
• /
• pp.801-811
• /
• 2011

A new experimental technique was developed on the plate-inserted welded tubular joints of spatial grid structures. In the experimental technique, a microcomputer controlling instrument of moire intervention (MCIMI) was adopted. A test was designed on the plate-inserted welded tubular joints of spatial grid structures to show the effectiveness of the MCIMI technique. Both traditional electrical measuring technique and MCIMI technique were employed in the test. The test results showed that the MCIMI technique was feasible in the case of the complicated tests on steel structures. The MCIMI technique not only implemented the limitation of traditional electrical measuring technique, but also improved the accuracy of the test. According to the test results, we further examined the plate-inserted welded tubular joints in the cable-stayed spatial grids of the Binhai International Convention & Exhibition in Tianjin, China. The analysis showed the joints are safely designed with adequate conservatism. The research provided a new application of MCIMI in the field of large-scale structure engineering.

• 한국공간구조학회논문집
• /
• 제7권3호
• /
• pp.125-132
• /
• 2007

본 연구의 주목적은 공간그리드의 조형요소로서 3차원 유닛의 역할과 구성을 탐구하는 것이다. 따라서 공간그리드와 3차원 유닛의 상호관계와 역할, 유닛의 유형 및 구성방식과 이에 영향을 미치는 요인들이 파악된다. 또한 각각의 형태적 특성 및 조합이 공간그리드 전체의 형상에서 드러내는 효과를 확인하여 전반적인 형태구성의 틀을 제시하고자 한다.

• 한국공간구조학회지
• /
• 제11권4호
• /
• pp.16-19
• /
• 2011

• Computers and Concrete
• /
• 제27권5호
• /
• pp.407-416
• /
• 2021

The checking stresses in the Chinese codes for reinforced concrete (RC) or prestressed concrete (PC) bridges are aimed for the thin-web beam, which cannot reflect the actual behavior of the modern structures. The incompleteness of the checking stresses could give rise to the deficiency in the design and calculation, and unable to reveal the reason of some common cracks in the structure. In this paper, the complete stress checklist for RC or PC girder bridges are listed, as well as the corresponding crack shapes. The expression of the complete checking stresses is proposed in details. Spatial Grid Model can reflect all the concerned stresses in the structure. Through the comparison of the calculation results from the spatial grid model and the solid model, it is seen that the spatial grid model can reflect load effects such as shear lag effect, thin-wall effect and local effect. The stresses obtained from the spatial grid model could help engineers to have a good understanding of the structural behavior. Meanwhile, the stress checklist provides the information for analyzing and solving the deficiency in the structure.

• 한국공간구조학회논문집
• /
• 제11권1호
• /
• pp.77-85
• /
• 2011

본 논문은 마이크로 유전 알고리즘을 이용하여 그리드 구조물의 최적화를 수행하고 초기인장력이 최적화에 미치는 영향을 분석하였다. 최적화시 여러 제약조건을 설정하여 구조물의 물량이 최소화 되도록 부재의 단면을 찾는 최적 설계를 수행하였다. 알고리즘의 검증을 위해 10-bar 트러스트 예제로 설정하여 이전 연구 결과와의 비교를 하였다. 이를 바탕으로 초기인장력이 적용된 트러스트 구조물의 최적화가 가능한 다음과 같은 기법을 사용하여 그리드 형태인 72-bar 트러스의 최적화를 수행하였으며, 이전 연구결과와 비교하여 이를 입증하였다. 최적화시 초기인장력 크기를 달리하여 트러스 구조물의 최적화를 수행하였으며, 물량이 최소화되는 최적화된 초기 인장력 값도 찾았다.

• Steel and Composite Structures
• /
• 제33권4호
• /
• pp.537-550
• /
• 2019

Korea and Japan have done a lot of research on composite girders with corrugated steel webs and built many bridges with corrugated steel webs due to the significant advantages of this type of bridges. Considering the demanding on the calculation method of such types of bridges and lack of relevant reinforcement design method, this paper proposes the spatial grid analysis theory and tensile stress region method. First, the accuracy and applicability of spatial grid model in analyzing composite girders with corrugated steel webs was validated by the comparison with models using shell and solid elements. Then, in a real engineering practice, the reinforcement designs from tensile stress region method based on spatial grid model, design empirical method and specification method are compared. The results show that the tensile stress region reinforcement design method can realize the inplane and out-of-plane reinforcement design in the top and bottom slabs in bridges with corrugated steel webs. The economy and precision of reinforcement design using the tensile stress region method is emphasized. Therefore, the tensile stress region reinforcement design method based on the spatial grid model can provide a new direction for the refined design of composite box girder with corrugated steel webs.

• 한국정보통신학회논문지
• /
• 제8권4호
• /
• pp.955-959
• /
• 2004

공간 데이터 마이닝을 위한 기존의 클러스터링 기법들은 점 객체만을 대상으로 한다. 즉, 선이나 면 같은 다양한 공간 객체들을 지원하지 못한다. 이것은 클러스터링 과정에서 객체들 간의 거리 계산에 있어서, 점 객체는 용이하지만 선과 면인 경우에는 어렵기 때문이다. 본 논문에서는 이러한 문제점을 해결하기 위하여 균등 격자를 이용한 클러스터링 기법을 설계한다. 세부적으로 이 기법에서는 다각형 객체들 간의 거리 계산을 균등 격자를 이용하여 단순화시킴으로서 거리 계산에 따른 시간과 비용을 줄일 수 있다.

• 한국공간구조학회논문집
• /
• 제16권4호
• /
• pp.125-132
• /
• 2016

This paper is a study on the nonlinear behavior of polyhedron curved space roof as building structures of quasicrystal system. The quasicrystal is made up of two kinds of parallel hexahedrons, and all the line elements of the parallelepiped have the same length. The quasicrystal design grid dome has a pentagonal symmetry and all members have the same length. This paper described form of design gird dome, and showed the analysis conditions. Also, The displacement-load curve is shown through the analysis and we grasped the flow of the load and forces through analysis of design grid dome applied quasicrystal system.