Authentication email has already been sent, please check your email box: and activate it as soon as possible.
You can login to My Profile and manage your email alerts.
If you haven’t received the email, please:
|
|
![]() |
|
||
There are 99 papers published in subject: since this site started. |
Select Subject |
Select/Unselect all | For Selected Papers |
![]() Saved Papers
Please enter a name for this paper to be shown in your personalized Saved Papers list
|
![]() |
1. Finite element modelling and numerical investigation of multi-planar concrete-filled steel tubular KK joints | |||
CHEN Juan,ZHOU Chengye | |||
Civil and Architectural Engineering 21 April 2017
![]() |
|||
Show/Hide Abstract | Cite this paper︱Full-text: PDF (4K B) | |||
Abstract:With the development of large span and heavy load modern engineering, concrete-filled steel tubular structures appear constantly. The joints of these structures are mostly multi-planar joints. In order to solve the problem of lacking of the investigation of multi-planar concrete-filled steel tubular (CFST) joints, the mechanical behaviour of CFST KK joints were studied through refined finite element simulation. Accurate finite element models of CFST KK joints were established by considering the material nonlinearity, the geometry nonlinearity, and the contact nonlinearity between the tube and the concrete. The spatial effect of multi-planar joints was be obtained by comparing with uni-planar joints. The FEM results showed that, the multi-planar carry-over effects had the maximum effect for the 60o CFST joints, the strength of multi-planar joints decreased compared with the planar joints, and the stiffness of them did not vary substantially. While for the 90o CFST joints, both the strength and stiffness of multi-planar joints did not vary substantially with the planar joints. This research can provide scientific basis for the design of multi-planar CFST joints, and effectively promote the application of CFST structures. | |||
TO cite this article:CHEN Juan,ZHOU Chengye. Finite element modelling and numerical investigation of multi-planar concrete-filled steel tubular KK joints[OL].[21 April 2017] http://en.paper.edu.cn/en_releasepaper/content/4726520 |
2. Indonesia-China Cooperation in Indonesia's Infrastructure Development and Impact after the Belt and Road Initiative | |||
GONG Jiajia,Hermaputi Roosmayri Lovina,HUA Chen | |||
Civil and Architectural Engineering 20 April 2017 | |||
Show/Hide Abstract | Cite this paper︱Full-text: PDF (4K B) | |||
Abstract:The Belt and Road initiative emerges as the new Chinese Government strategy of cooperation with neighboring countries. It will revitalize the existing Silk Road and build the Maritime Silk Road, which connecting South East Asia through the Indian Ocean heading to the Middle East and North Africa. It has the similarities with Indonesia Maritime Toll program. Indonesia involved in Maritime Silk Road has many opportunities offer to the foreign country come, invest, and participate in their economic development improvement. However, Indonesia Investment Coordinating Board state that Chinese Investment realization in Indonesia recorded no more than 10% in 2014. Therefore, this paper aims to elaborate the Chinese Belt and Road Initiative, by doing SWOT analysis of the China-Indonesia relation and investment condition, and analyze the impact of the realization of the development of Indonesian infrastructure descriptively. The output will be the discussion of the realization of the belt and road initiative whether bring positive impact to Indonesia's infrastructure development. | |||
TO cite this article:GONG Jiajia,Hermaputi Roosmayri Lovina,HUA Chen. Indonesia-China Cooperation in Indonesia's Infrastructure Development and Impact after the Belt and Road Initiative[OL].[20 April 2017] http://en.paper.edu.cn/en_releasepaper/content/4726499 |
3. A new virtual sphere method to predict free-running temperature | |||
Li Xiang,Chen Bin,Fan Xinying | |||
Civil and Architectural Engineering 08 March 2017 | |||
Show/Hide Abstract | Cite this paper︱Full-text: PDF (4K B) | |||
Abstract:The free-running temperature is a essential indicator to evaluate the thermal performance of a passive solar house in early design. However a easy-fast, accurate, and dynamic prediction method is lacking for decision-making in early design. Exited accurate and elaborate methods need detailed building information and simulation tools, which are complex and time-comsuming. Besides, exited simpilied methods are still complex for architects or have large hourly error. This paper introduced the virtual sphere method to calculate the dynamic thermal storage of the room, and proposed a new quasi-steady method to predict free-running temperatur. The study on thermal storage performance of a wall indicated only a indoor-side thin effective thermal capacitance layer has dominated effect on thermostability of the indoor space, and the depth of thin layer can be determined by thermal penetration depth formula. In addition, the room effetive thermal capacitance can be equivalent to a virtual sphere, and the dynamic thermal storage can be fast calculated by fitted formula of the classic unsteady heat transfer of a sphere. Then the hourly room free-running temperature can be fast predicted. The empirical validion of a light-weight and a heavy weight passive solar house demonstrated the hourly prediction can be all within the deviation range of ± 3.0 C | |||
TO cite this article:Li Xiang,Chen Bin,Fan Xinying. A new virtual sphere method to predict free-running temperature[OL].[ 8 March 2017] http://en.paper.edu.cn/en_releasepaper/content/4721233 |
4. The study on non-visual effects of design ratings in Chinese daylighting design standards | |
Li Xiang,Chen Bin | |
Civil and Architectural Engineering 01 March 2017 | |
Show/Hide Abstract | Cite this paper︱Full-text: PDF (4K B) | |