Relevant bibliographies by topics / Three-hinged frame structure

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  1. Journal articles
  2. Dissertations / Theses

Academic literature on the topic 'Three-hinged frame structure'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Three-hinged frame structure"

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Zhang, Shu Yun, Guo Liang Bai, and Lai Shun Zhao. "Research on Mechanical Behaviors of Composite Frame and Reinforced Concrete Core Hybrid Structures in High-Rise Buildings." Advanced Materials Research 163-167 (December 2010): 2056–62. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.2056.

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For mechanical behaviors of composite frame and reinforced concrete core hybrid Structures in high-rise buildings, the three-dimension finite element models were established, modal analysis and elastic time-history analysis were finished, the cooperative work mechanism between frame and core was researched, the dynamic characteristics and seismic response of the hybrid structures under different connection type were studied. the results indicate that the stiffness characteristic of the hybrid structures should be taken between 1 to 2 so that two sub-structure can reasonably afford the internal
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Mounica, K., and P. Polu Raju. "Numerical and Experimental Study on RC Exterior Beam-Column Joint with Beam Weak in Flexure." International Journal of Engineering & Technology 7, no. 2.20 (2018): 313. http://dx.doi.org/10.14419/ijet.v7i2.20.16724.

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When the structures are subjected to seismic forces, beam-column joint (BCJ) is the most affected portion of the structure. External BCJs are more vulnerable than interior BCJs. In this present study, both numerical and experimental study has been carried out on external BCJ to assess the structural behavior. The numerical analysis of the BCJ is done in ANSYS (finite element based) and the experimental study is carried out on loading frame. Three specimens were designed according to IS 456:2000. Out of three, the first specimen was provided with 100% flexural reinforcement as per design, where
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3

Naichuk, А. Ya. "KNEE JOINT OF THREE-HINGED GLUED TIMBER PORTAL FRAME EXECUTED AS JOINT ON GLUED-IN RODS." Modern structures of metal and wood, no. 25 (August 2021): 82–102. http://dx.doi.org/10.31650/2707-3068-2021-25-92-102.

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In the modern construction of buildings and structures there are many constructive solutions for connecting the rafter with the column of wooden three-hinged portal frames. One of these constructive solutions is the use of knee joints executed as joint on glued-in rods. Despite the accumulated experience in the construction of buildings using timber structures with joints on glued-in rods, there are still urgent tasks to improve the technology of their manufacture and calculation models. The purpose of this work was to conduct experimental and theoretical studies of the knee joint executed as
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Trapko, Tomasz, Michał Musiał, and Andrzej Ubysz. "Failure of pillar of sports and entertainment hall structure." MATEC Web of Conferences 146 (2018): 02008. http://dx.doi.org/10.1051/matecconf/201814602008.

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This paper deals with the failure of one of the sports and entertainment halls in Poland. The facility was built in the years 1977-85. Its main load-bearing members were three-hinged double-sloped frames with a total span of 45 m. The main girders of the frames were made of glued-laminated timber. The girders rest on reinforced concrete pillars. Because of the considerable expansion forces the facility was founded on concrete padstones. In the summer of 2016 one of the reinforced concrete pillars was found to have failed. It was established that the failure condition was mainly due to construc
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Rocha, Arthur L., Marcelo de A. Ferreira, Wilian dos S. Morais, and Bruna Catoia. "The Use of Moment-Resisting Frames and Braced Frames for Lateral Stability of Multy-Storey Precast Concrete Structures." Solid State Phenomena 259 (May 2017): 173–77. http://dx.doi.org/10.4028/www.scientific.net/ssp.259.173.

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Precast structures for multi-storey buildings can be designed with economy, safety and high performance. However, depending on the height of the building and the intensity of the lateral loads, the lateral stability system must be carefully chosen in order to maximize the global structural performance. In Brazil, the most common method for lateral stability is achieved by moment resisting precast-frames, wherein the moment-rotation response of the beam-column connections are responsible to provide the frame action, which will govern the distribution of internal forces and the sway distribution
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Paulose, Jayson, Anne S. Meeussen, and Vincenzo Vitelli. "Selective buckling via states of self-stress in topological metamaterials." Proceedings of the National Academy of Sciences 112, no. 25 (2015): 7639–44. http://dx.doi.org/10.1073/pnas.1502939112.

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States of self-stress—tensions and compressions of structural elements that result in zero net forces—play an important role in determining the load-bearing ability of structures ranging from bridges to metamaterials with tunable mechanical properties. We exploit a class of recently introduced states of self-stress analogous to topological quantum states to sculpt localized buckling regions in the interior of periodic cellular metamaterials. Although the topological states of self-stress arise in the linear response of an idealized mechanical frame of harmonic springs connected by freely hinge
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Van Bogaert, Philippe. "Load-Carrying Capacity of the early age Steel Ghent Floralia Exposition Hall/Tragverhalten der Floralia-Ausstellungs- halle des frühen Stahlzeitalters." Bauingenieur 95, no. 05 (2020): 174–79. http://dx.doi.org/10.37544/0005-6650-2020-05-44.

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ABSTRACT The Floraliahall in Ghent was built during 1912 and 1913 as part of a series of large infrastructure works for the world exposition of 1913. The main structure of the hall consists of 18 portal frames having three spans of 10.16 m, 40.18 m and 10.16 m. The upper part of the structure is highly slender. Adversely to the customary concepts of 100 years ago, the lighter frames at 7.45 m distance, are hinged twice at the springs, whereas the more heavy frames, at 15 m distance, are completely clamped at their base. In addition, measurements show that cross-sections of compressed parts hav
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Arslan, Mehmet Emin, Elif Ağcakoca, and Merve Şentürk. "The Effects of Plaster Thicknesses on Cyclic Behavior of Infill Walls with Different Materials." Periodica Polytechnica Civil Engineering, May 12, 2020. http://dx.doi.org/10.3311/ppci.15555.

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Reinforced concrete structure systems are usually designed as frame or shear wall-frame systems. It is possible to reduce the deformation and displacement in the system by increasing the structural stiffness. Besides, large displacements on the floors caused by horizontal load are damped by the cracks in these walls. The present paper aims to examine the effects of materials used in the wall construction as well as thickness of the plaster on the behavior of infill walls under cyclic loads. In order to investigate the above mentioned effects, three Infill walls that were produced from three di
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Dissertations / Theses on the topic "Three-hinged frame structure"

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Labuda, Ondřej. "Zastřešení trojlodního sportovního objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226909.

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The theme of the master’s thesis is to design wooden roof structure three-aisled building in Brno. The proposal is developed up according to standards ČSN EN. The thesis solves the static effect of the wooden structure, design of parts, and materials design. Plan dimensions are 51x14m, maximal height is 11,9m. The structure is designed for ultimate limit states and serviceability. The supporting structure is designed as solid wooden arched trusses frames's connection to the wooden pole. The thesis solve also details and solution design.
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Baxant, Radek. "Řešení stability prutových konstrukcí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227507.

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This diploma thesis deals with the subject of slenderness bars’ stability assessment, especially in the steel structures. Before the assessment of bars in the frame constructions, we search for the influence of the computational model’s settings on the final result. The initial geometrical imperfections are examined on the model of Euler’s bar. The influence of the rigidity of girders on the poles’ buckling length is examined on the basic frame construction. The buckling lengths are assessed in the comparison with the figures we got from the statistical tables and the computational software. T
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