Log in

Relevant bibliographies by topics / ARCH GRAVITY DAMS

Contents

Journal articles

Academic literature on the topic 'ARCH GRAVITY DAMS'

Author: Grafiati

Published: 10 March 2023

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'ARCH GRAVITY DAMS.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "ARCH GRAVITY DAMS"

1

Li, Zhong, Yan Peng Zhu, and Xiao Ri Song. "Simplified Design Method of Debris Arch Detention Dams Structure and Its Application in Highway." Advanced Materials Research 446-449 (January 2012): 186–90. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.186.

Full text

Abstract:

As a debris detention structure, small arch dams have some characteristics of small size, big storage capacity, and economic compared with gravity dams In this paper, according to the work environment and force behaviors of debris detention structure, adopting Trial-load Method, and only considering the conditions of radial deformation compatibility at arch crown, a simplified method is derived, which is suitable for the calculation of small-scale debris arch dams. Examined by calculating an example, this method is simplified, and convenient to programmed, and easy to be mastered by engineerin

APA, Harvard, Vancouver, ISO, and other styles

2

Lin, Gao, and Zhiqiang Hu. "Earthquake safety assessment of concrete arch and gravity dams." Earthquake Engineering and Engineering Vibration 4, no. 2 (2005): 251–64. http://dx.doi.org/10.1007/s11803-005-0008-9.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Chen, Pei Pei, and Guo Xin Zhang. "Study on the Prevention Measures and Causes of Cracks in Arch Crests of Galleries in High Concrete Dams." Advanced Materials Research 919-921 (April 2014): 813–19. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.813.

Full text

Abstract:

More and more high dams with huge reservoirs have been built in China in recent years. A lot of research work on the causes of cracking in galleries of low concrete dams has been carried out at present, while studies on that of high concrete dams are less with the lack of systematic cognition. Based on that, the research on high concrete dams is conducted in this paper, using the method of finite element simulation. It is proven that self-weight action has more influence on the stress of arch crests of galleries existing in high concrete dams, especially the galleries whose overlying concrete

APA, Harvard, Vancouver, ISO, and other styles

4

Li, Bo, Li Li Liu, Da Zhi Li, and Jun Liang. "Chang Law Analysis of the Horizontal Displacement of the Arch Crest Dam Section of the Geheyan Concrete Gravity Arch Dam." Applied Mechanics and Materials 170-173 (May 2012): 2013–16. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.2013.

Full text

Abstract:

Monitoring data of the arch crown dam section of the Geheyan concrete gravity arch dam were qualitatively and quantitatively analyzed. The analysis results show that the measured data and year changes of the dam horizontal displacement are small, the influence of the water level and temperature on the arch crown dam section is normal, the influence of the aging on the dam horizontal displacement is little, and the aging component has become stable. Therefore, it can be shown that the arch crown dam section of the Geheyan concrete gravity dam is in elastic state, and the horizontal displacement

APA, Harvard, Vancouver, ISO, and other styles

5

Vicente, D. J., J. San Mauro, F. Salazar, and C. M. Baena. "An Interactive Tool for Automatic Predimensioning and Numerical Modeling of Arch Dams." Mathematical Problems in Engineering 2017 (2017): 1–12. http://dx.doi.org/10.1155/2017/9856938.

Full text

Abstract:

The construction of double-curvature arch dams is an attractive solution from an economic viewpoint due to the reduced volume of concrete necessary for their construction as compared to conventional gravity dams. Due to their complex geometry, many criteria have arisen for their design. However, the most widespread methods are based on recommendations of traditional technical documents without taking into account the possibilities of computer-aided design. In this paper, an innovative software tool to design FEM models of double-curvature arch dams is presented. Several capabilities are allowe

APA, Harvard, Vancouver, ISO, and other styles

6

Darbre, Georges R. "Instrumentation de barrages par accélérographes." Canadian Journal of Civil Engineering 22, no. 1 (1995): 150–63. http://dx.doi.org/10.1139/l95-014.

Full text

Abstract:

A better understanding of the dynamic behaviour of dams requires strong-motion instrumentations. In particular, it is necessary to observe the free-field motions at the dam sites and the effective motions along the abutments, and to determine the dynamic properties of dams and their response to severe earthquakes. Instrumentation schemes are developed for arch dams, gravity dams and embankment dams, considering specific observational needs and objectives. The technical specifications to be satisfied by the accelerographs and the arrays are developed. Four arrays, which have been installed in S

APA, Harvard, Vancouver, ISO, and other styles

7

Rahman, Alaa Jabbar, Ali Majdi, and Wissam Khlaf Obied. "Evaluation of safety in arch dam using post analysis including inertia force and temperature variations of water." Technium: Romanian Journal of Applied Sciences and Technology 2, no. 1 (2020): 56–65. http://dx.doi.org/10.47577/technium.v2i1.42.

Full text

Abstract:

Dams considered as one if very important infrastructure, they are lifeline structures and have a vital role our economics and social life. A concrete gravity dam is one of wide used dam worldwide, it constructed from reinforced concrete and his typical cross section is triangular, the other type is arch section. A gravity dam can be combined with an arch dam into an arch-gravity dam for areas with massive amounts of water flow but less material available for a purely gravity dam. The inward compression of the dam by the water reduces the lateral (horizontal) force acting on the dam. Thus, the

APA, Harvard, Vancouver, ISO, and other styles

8

Xu, Qiang, Jian Yun Chen, and Jing Li. "Study on System Reliability of Gravity Dam." Applied Mechanics and Materials 351-352 (August 2013): 1677–82. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.1677.

Full text

Abstract:

Reliability analysis is an emerging field of structural engineering which is very significant in structures of great importance like arch dams, large concrete dams etc. The research objective is to design and construct a new method for the analysis of the system reliability of dam. The failure paths are searched out after failure mode and composite performance functions are set. Bayes formula and Cauchy-Schwarz Inequality are adopted to deduce the upper limit of failure probabilities in some failure modes that can obtain the failure probability of system of dam. A test example is given to veri

APA, Harvard, Vancouver, ISO, and other styles

9

Nitta, Yasushi, and Takashi Yoshida. "Field Verification and Evaluation of Technology Towards Introduction of Underwater Inspection Vehicle." Journal of Disaster Research 13, no. 4 (2018): 624–36. http://dx.doi.org/10.20965/jdr.2018.p0624.

Full text

Abstract:

The Ministry of Land, Infrastructure, Transport and Tourism (MLIT) aims to perform underwater inspection of dams using vehicles instead of divers, to address the deterioration of infrastructures, considering the shortage of engineers and technicians in the near future, in order to improve inspection safety. To this end, the technology for underwater inspection vehicles was publicly invited to conduct the verification of the technology at the concrete gravity dams and concrete arch dams, managed by MLIT. This paper reports the contents of the field verification, evaluation of the technology, an

APA, Harvard, Vancouver, ISO, and other styles

10

Wang, Huai Liang, and Yu Qing Ren. "Mechanical Properties of Roller Compacted Concrete under Triaxial Stress State." Applied Mechanics and Materials 351-352 (August 2013): 497–500. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.497.

Full text

Abstract:

Considering the true mechanical states of roller compacted gravity and arch dams, the strength experiments of the roller compacted concrete (RCC) specimens with two graded-aggregates made from a high arch dam are carried out. These specimens are of three kinds: body specimens, layer-treated specimens and layer-untreated specimens and the tests include direct shear and triaxial compressive-compressive-shear, tensile-compressive-shear tests. The shear strength of three kinds of specimens under different stress states is analyzed systematically. By regression of the tests results, respective fail

APA, Harvard, Vancouver, ISO, and other styles

More sources

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!