Recheck Calculation of Dahedong Trench-Buried Inverted Siphon Structure

2014 ◽  
Vol 488-489 ◽  
pp. 589-592
Author(s):  
Min Tan

Inverted siphon structure is a common water conveyance buildings, computer as a efficient computational tool is used, this paper adopt finite element method to carry out three-dimensional finite element simulation analysis for Dahedong inverted siphon structure. Deducing variation law of the inverted siphons stress and displacement in construction process and operating process. Analysis results further verified that design scheme is reasonable and safe, it has certain application value.

2013 ◽  
Vol 394 ◽  
pp. 327-331
Author(s):  
Min Tan

nverted siphon structure is a common water conveyance buildings, computer as a efficient computational tool is used, this paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Kongzou river trench-buried inverted siphon structure. Deducing variation law of the inverted siphons stress and displacement in construction process and operational process. Analysis results further verified that design scheme is reasonable and safe, it has certain reference value.


2014 ◽  
Vol 716-717 ◽  
pp. 448-451
Author(s):  
Yue Liang Liu

Overpass is the important part of urban transportation infrastructure. This paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Longhai railway separate overpass. Researching variation law of the overpass’s stress and displacement in construction process and operating process. Analysis results show that, structure of Longhai railway separate overpass is reasonable, force of overpass structure is explicit, it meets the requirements for engineering.


2012 ◽  
Vol 499 ◽  
pp. 322-326
Author(s):  
Yun Liu

Inverted siphon structure is a common water conveyance buildings, computer as a efficient computational tool is used, this paper adopt finite element method to carry out three-dimensional finite element simulation analysis for Jinliang Rive inverted siphon structure. Deducing variation law of the inverted siphon’s stress and displacement in construction process and operational process. Analysis results further verified that design scheme is reasonable and safe, it has certain reference value.


2013 ◽  
Vol 804 ◽  
pp. 343-346
Author(s):  
Dong Yu Ji

nverted siphon structure is a common water conveyance buildings, this paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Henggangling buttress type inverted siphon structure. Deducing variation law of the inverted siphons stress and displacement in construction process and operational process. Analysis results further verified that design scheme is reasonable and safe, it has certain reference value. Henggangling buttress type inverted siphon structure is safety, it meets the requirements for engineering.


2013 ◽  
Vol 394 ◽  
pp. 323-326
Author(s):  
Min Tan

Aqueduct is a important water conveyance buildings, this paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Songxijiang reinforced concrete rectangle beam-supported aqueduct. Researching variation law of the aqueducts stress and displacement in construction process and operational process. Analysis results show that, structure of Songxijiang reinforced concrete rectangle beam-supported aqueduct is reasonable, force of aqueduct structure is explicit, it meets the requirements for engineering.


2013 ◽  
Vol 804 ◽  
pp. 316-319
Author(s):  
Tan Min

Aqueduct is a common water conveyance buildings, this paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Liye reinforced concrete rectangular-sectioned aqueduct. Researching variation law of the aqueducts stress and displacement in construction process and operational process. Analysis results show that, structure of Liye reinforced concrete rectangular-sectioned aqueduct is reasonable, force of aqueduct structure is explicit, it meets the requirements for engineering.


2013 ◽  
Vol 644 ◽  
pp. 358-361
Author(s):  
Dong Yu Ji

This paper adopts general finite element software to carry out three-dimensional finite element simulation analysis for Huizeli reinforced concrete rectangular-sectioned aqueduct. Considering four combination cases in aqueduct’s construction and operating process, researching variation laws of the aqueduct’s stress and displacement. Analysis results show that design scheme of Huizeli reinforced concrete rectangular-sectioned aqueduct is reasonable, it can meet design requirements. Analysis results provide some theory references for design of reinforced concrete rectangular-sectioned aqueduct.


2014 ◽  
Vol 488-489 ◽  
pp. 577-580
Author(s):  
Ke Ding Liu

Clay inclined wall dam is a common structure in hydraulic engineering, this paper adopts universal finite element calculation software to carry out three-dimensional finite element simulation analysis for clay inclined wall dam of Xindian reservoir. Computer is fully used in calculation process, researching variation law of the dams stress and displacement in construction process and operating process. The research results offer some reference for design and construction of clay inclined wall dam.


2014 ◽  
Vol 488-489 ◽  
pp. 581-584
Author(s):  
Zhen Ren

Arch dam is a water retaining structure which has beautiful bodily form and reasonable structure form, in recent years, arch dam has been widely used. This paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Haierwa reservoir concrete hyperbolic arch dam, researching variation law of the dams stress and displacement in operating process. Research results show that, Haierwa reservoir concrete hyperbolic arch dam is reasonable structure, good mechanical performance, every index meets the requirements for design.


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