Indirectly measuring the displacements of tension structures under dominant design loads by exerting simple testing loads

2021 ◽  
Vol 248 ◽  
pp. 113257
Author(s):  
Xiaoshun Wu ◽  
Runhui Cheng ◽  
Guihai Liu ◽  
Tommy H.T. Chan
Keyword(s):  
Tension Structures ◽  
Dominant Design ◽  
Design Loads

A microcomputer-based analysis and design of air-supported cylindrical membranes

1992 ◽  
Vol 19 (6) ◽  
pp. 1032-1040 ◽  
Author(s):  
N. Turkkan ◽  
N. K. Srivastava
Keyword(s):  
Membrane Structure ◽  
Reliable Method ◽  
Approximate Analysis ◽  
Design Practice ◽  
Analysis And Design ◽  
Supported Membrane ◽  
Dominant Design ◽  
Current Design ◽  
Design Loads ◽  
Analysis Design

An approximate, simple, and reliable method of analysis is presented for an air-supported cylindrical membrane structure. Furthermore, to use this method of analysis for design purposes, a brief description of dominant design loads and its formulation as applied to air-supported structures is also given based on design practice and experiments. Incorporating both the method of analysis and the described design loads, a microcomputer-based program, coded in MS Quickbasic, has been developed, which is simple to use and completely user friendly.First, the reliability of the approach is established by comparing it with available published studies on circular cylindrical air-supported structures, based on rigorous modelling and analysis. Then, several illustrative examples are presented for different heights and spans under various loading combinations as per current design practice. Key words: air-supported membrane, cylindrical, finite displacement, microcomputer based, approximate, analysis, design.

‘Webbed with Golden Lines’: Saul Bellow's Romanticism

Romanticism ◽  
2008 ◽  
Vol 14 (1) ◽  
pp. 57-67
Author(s):  
Mark Sandy
Keyword(s):  
Culturally Diverse ◽  
Jewish American ◽  
British Romanticism ◽  
Saul Bellow ◽  
American School ◽  
Dominant Design ◽  
Post War ◽  
The Web

Attaining prominence in the post-war era, Saul Bellow is one of the most widely read and intellectually eclectic novelists of the Jewish American School.1 Bellow's frequent references to Romanticism form a dominant design within his culturally diverse fiction.2 Taken from Bellow's Herzog, my title indicates the two levels on which Bellow's Romantic allusions operate. At one level, this ‘webbed’ pattern of ‘golden lines’ suggests how Bellow interlaces his own prose with the poetry and philosophy of British Romanticism to govern readers' responses to his portrayal of epiphanies. On another, Herzog's moment of inter-connected vision signals Bellow's investment in a Coleridgean and Wordsworthian imagination that reveals the all-pervasive spirit of the ‘[o]ne Life within us and abroad’3. This metaphysical dimension to Bellow's web of ‘golden lines’ finds a further affinity with Shelley's later notion of the ‘web of being’.4

Reevaluation of the Design Loads for an Existing Avalanche Protection Gallery - A Probabilistic Approach

2015 ◽  
Vol 105 (49) ◽  
pp. 1-8
Author(s):  
Katharina Fischer ◽  
Matthias Schubert ◽  
Mark Schaer ◽  
Stefan Margreth ◽  
Kristian Schellenberg
Keyword(s):  
Probabilistic Approach ◽  
Design Loads

On Sinofuturism

Screen Bodies ◽  
2020 ◽  
Vol 5 (2) ◽  
pp. 46-62
Author(s):  
Yunying Huang
Keyword(s):  
Artificial Intelligence ◽  
Pop Culture ◽  
Chinese People ◽  
Modern Chinese ◽  
The Future ◽  
Dominant Design ◽  
Urban Rural ◽  
Cultural Expressions ◽  
Contemporary Chinese

Dominant design narratives about “the future” contain many contemporary manifestations of “orientalism” and Anti-Chineseness. In US discourse, Chinese people are often characterized as a single communist mass and the primary market for which this future is designed. By investigating the construction of modern Chinese pop culture in Chinese internet and artificial intelligence, and discussing different cultural expressions across urban, rural, and queer Chinese settings, I challenge external Eurocentric and orientalist perceptions of techno-culture in China, positing instead a view of Sinofuturism centered within contemporary Chinese contexts.

The Implementation of Biological Phosphorus and Nitrogen Removal with the Bio-Denipho Process on a 265,000 PE Treatment Plant

1992 ◽  
Vol 25 (4-5) ◽  
pp. 161-168 ◽  
Author(s):  
J. Einfeldt
Keyword(s):  
Nitrogen Removal ◽  
Treatment Plant ◽  
First Year ◽  
In Series ◽  
Design Loads ◽  
Last Stage ◽  
Two Stages ◽  
The City ◽  
Biological Phosphorus

A process, called Bio-Denipho, for combined biological phosphorus and nitrogen removal in a combination of an anaerobic tank and two oxidation ditches is described. In this process the anaerobic tank consisting of three sections working in series is followed by two oxidation ditches. These too are working in series, but with both inlet to and outlet from the tanks changing in a cycle. The Bio-Denipho process is described specifically for the process itself and as a case study for the implementation of the process on a 265,000 pe wastewater treatment plant for the city of Aalborg in Denmark. The plant was designed and erected in two stages and the last stage was inaugurated October 31,1989. Lay-out and functions for the plant is described and design loads, plan lay-out and tank volumes are given in this paper together with performance data for the first year in operation.

scholarly journals Flexural Performance of RC Beams Strengthened with Externally-Side Bonded Reinforcement (E-SBR) Technique Using CFRP Composites

Materials ◽  
2021 ◽  
Vol 14 (11) ◽  
pp. 2809
Author(s):  
Md. Akter Hosen ◽  
Fadi Althoey ◽  
Mohd Zamin Jumaat ◽  
U. Johnson Alengaram ◽  
N. H. Ramli Sulong
Keyword(s):  
Absorption Capacity ◽  
Experimental Program ◽  
Rc Beams ◽  
Rc Structures ◽  
Functional Changes ◽  
Flexural Strengthening ◽  
Cfrp Laminates ◽  
Flexural Performance ◽  
Design Loads ◽  
Predicted Values

Reinforced concrete (RC) structures necessitate strengthening for various reasons. These include ageing, deterioration of materials due to environmental effects, trivial initial design and construction, deficiency of maintenance, the advancement of design loads, and functional changes. RC structures strengthening with the carbon fiber reinforced polymer (CFRP) has been used extensively during the last few decades due to their advantages over steel reinforcement. This paper introduces an experimental approach for flexural strengthening of RC beams with Externally-Side Bonded Reinforcement (E-SBR) using CFRP fabrics. The experimental program comprises eight full-scale RC beams tested under a four-point flexural test up to failure. The parameters investigated include the main tensile steel reinforcing ratio and the width of CFRP fabrics. The experimental outcomes show that an increase in the tensile reinforcement ratio and width of the CFRP laminates enhanced the first cracking and ultimate load-bearing capacities of the strengthened beams up to 141 and 174%, respectively, compared to the control beam. The strengthened RC beams exhibited superior energy absorption capacity, stiffness, and ductile response. The comparison of the experimental and predicted values shows that these two are in good agreement.

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