Relevant bibliographies by topics / Vierendeels truss

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers
  5. Reports

Academic literature on the topic 'Vierendeels truss'

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

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Journal articles on the topic "Vierendeels truss"

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O. B. Silva, Augusto, Newton O. P. Júnior, and João A. V. Requena. "Numerical Modeling of a Composite Hollow Vierendeel-Truss." International Journal of Engineering and Technology 7, no. 3 (2015): 176–82. http://dx.doi.org/10.7763/ijet.2015.v7.788.

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Silva, Augusto Ottoni Bueno da, Newton de Oliveira Pinto Júnior, and João Alberto Venegas Requena. "Composite hollow truss with multiple vierendeel panels." Rem: Revista Escola de Minas 66, no. 4 (2013): 431–38. http://dx.doi.org/10.1590/s0370-44672013000400005.

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The aim of this study was to evaluate through analytical calculation, two-dimensional elastic modeling, and three-dimensional plastic modeling, the bearing capacity and failure modes of composite hollow trusses bi-supported with a 15 meter span, varying the number of central Vierendeel panels. The study found the proportion span/3 - span/3 - span/3, as the ideal relationship for the truss - Vierendeel - truss lengths, because by increasing the proportion of the length occupied by the central Vierendeel panels, the new system loses stiffness and no longer supports the load stipulated in the pro
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Zhang, Shao Wen, Lu Lu Zhang, and Qi Zhang. "Innovation of Old Buildings Repairing and Vierendeel Steel Roof Truss." Applied Mechanics and Materials 501-504 (January 2014): 1043–47. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1043.

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The old building was saved, protected and transformed with the original technique and measure. After the structure reliability of old building passed to test and evaluate, the architectural function was redesigned, old structure was reinforced and repaired. The structural integrity was strengthened using cement mortar and steel mesh to reinforce inner walls, adding cross walls, enclosure beam and seismic angle-steel. Without change the appearance of the building, a vierendeel steel truss was innovated, the loads of roof, truss and loft ceiling was transferred to small steel-concrete columns pl
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Basha, Hisham S., and Subhash C. Goel. "Special truss moment frames with Vierendeel middle panel." Engineering Structures 17, no. 5 (1995): 352–58. http://dx.doi.org/10.1016/0141-0296(95)00018-3.

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Li, Feng Wu, Yun Lei Fan, Da Chuan Chen, and Yin Sheng Zou. "Study on Stressed Performance of the Transfer Truss after Deviation of Diagonal Web Member." Key Engineering Materials 400-402 (October 2008): 355–60. http://dx.doi.org/10.4028/www.scientific.net/kem.400-402.355.

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Based on the analysis of internal force and stress of the truss after diagonal web member deviated in vierendeel truss type transfer story in a tall building, influence on the truss after diagonal web member deviated and suggestion of reinforcement are introduced. After reinforcement, this building has been put into use. Based on the observation of the transfer story in this building after use, it is found that the transformation satisfies applying requirements and no crack occurs.
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Rusli, Muhamad A., Ali Murtopo, Iman Satyarno, and M. Fauzie Siswanto. "Full Height Rectangular Opening Castellated Steel Beam with Diagonal Stiffener." Applied Mechanics and Materials 881 (May 2018): 150–57. http://dx.doi.org/10.4028/www.scientific.net/amm.881.150.

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The full height rectangular opening castellated steel beam failed in Vierendeel mechanism. This makes the flexural capacity of castellated steel beam is lower than the original IWF section. This paper discusses analysis and test result of a full height rectangular opening castellated steel beam with diagonal stiffener. The diagonal stiffener used in this research has a purpose of preventing Vierendeel mechanism. This research used two specimens, a short span specimen to study shear behavior, and a long span specimen to study flexural behavior. Test results show that the long span specimen can
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Luo, Jie, Jian Chun Xiao, Zhe Lu, Xiao Xiao Wei, Hong Xi Li, and Shu Lian Li. "Ultimate Load-Carrying Capacity of Pipe-Plate Vierendeel Truss Joints." Advanced Materials Research 838-841 (November 2013): 503–9. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.503.

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To study the ultimate load-carrying capacity of pipe-plate Vierendeel truss joints, the analyses of joint failure modes and parameter effects were undertaken using nonlinear finite element method and uniform design approach. The plate instability was included in the failure modes. Factors such as the pipe diameter, the pipe thickness, the plate width, the plate height, and the plate thickness were considered in the joint models. Three kind of loading conditions on the plate, the axial force, the moment, the composed loading of axial force and moment were analyzed. The relationships between the
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Al-Azawi, Thamir K., Mustafa W. Abdulmajeed, and Ali A. Hashoosh. "Control of footstep vertical vibration for Vierendeel truss – supported steel footbridges." IOP Conference Series: Materials Science and Engineering 737 (March 6, 2020): 012006. http://dx.doi.org/10.1088/1757-899x/737/1/012006.

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Ölmez, Harun Deniz, and Cem Topkaya. "A numerical study on special truss moment frames with Vierendeel openings." Journal of Constructional Steel Research 67, no. 4 (2011): 667–77. http://dx.doi.org/10.1016/j.jcsr.2010.11.013.

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Dai, Su Juan, Bao Chen Zhu, and Qing Chen. "Analysis of Bending Strength of the Rectangular Hole Honeycomb Beam." Applied Mechanics and Materials 405-408 (September 2013): 993–96. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.993.

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This paper introduces the characteristics and practicability of the honeycomb beam and analyses the mechanical behavior. Based on the vierendeel truss theory, the normal stress calculation method of the rectangular hole honeycomb beam is discussed, and the calculation formula is deduced. Finally using the derived formula, the paper calculates the normal stress of the rectangular hole honeycomb beams with different parameters, and analyses the influence of the opening rate and the hole spacing on the strength of honeycomb beam by comparing the same section of solid web beam, thus, provides refe
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Dissertations / Theses on the topic "Vierendeels truss"

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Bartoň, Radek. "Ocelová lávka pro pěší." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227509.

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This diploma thesis contains a study of current composite structure of footbridge and in part II design and assessment of steel structure of footbridge for pedestrians and cyclists placed on current footbridge location. Current footbridge is located on "nábřeží Dukelských hrdinů" in Rožnov pod Radhoštěm. In part I, assessment of the current composite structure of footbridge is done, using ČSN and ČSN EN standards for adjusted static behavior of the structure. Comparison of both assessments is made and also with an original assessment from 1988. In part II, design and assessment of steel struct
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Morks, Vojtěch. "Lávka pro pěší." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391920.

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The subject of this master’s thesis is the design and assessment of footbridge in Železný Brod across the Jizera river. The preliminary assessment contains 3 different variants of footbridges. Based on the multi-criteria analysis will be chosen the most suitable type for detailed design. Detailed static analysis contains assessment of the main load-bearing parts of the structure including joints. The length of span is 60,0 m and the width of passage is 2,5 m. The structure is made of steel class S355 and S460.
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Strnadlová, Kateřina. "Přepočet a alternativní návrh ocelové konstrukce zimního stadionu ve Znojmě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240128.

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The subject of this thesis is the recalculation and alternative construction design of roofing winter stadium in Znojmo. The building has a rectangular plan with dimensions of 84 x 63 m. The existing roof structure consists of truss purlins and main truss with parabolic chord, which are carried out by a pair of steel arch with a span of 84 m. The new design is processed in two options. The first option is the structure formed by triangular arch truss girder with truss purlins. The second option is a steel lamellar vault formed by vierendeel beams. After evaluating the design options was for a
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Fiedlerová, Lucie. "Nosná ocelová konstrukce kryté lávky pro pěší mezi budovami výukového areálu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225524.

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The subject of this master’s thesis is to design the supporting steel structure covered pedestrian bridge between the learning area buildings A and D of the Faculty of Civil Engineering, street Veveří 95 in Brno. The construction is designed as a bridge rod spatial structure with two main girders. The girders are a combination Vierendeel girder and truss structure. The girders are connected at the level of the upper and lower band by a crosspiece. The horizontal stiffness of the upper and lower surface structure is ensured by bracing. The upper surface of the pedestrian bridge is horizontal in
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Očadlík, Martin. "Výstavní pavilon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265243.

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The aim of the final thesis was to design and check the steel loadbearing structure of the exhibition pavilon. The basis for the structural design was a specified building layout. The assessment of the structure was made according to valid czech and european standards, including the system of "Eurocodes". Construction is situated in Zlin. The rectangular plan of the building is 45,0 m wide and 48,0 m long. The peripheral field of the roof is flat, while the central field is designed as a barrel roof. Main truss was designed with 6,0 m centre to centre distance. Structural design of the main lo
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Thomanková, Lucie. "Nosná ocelová konstrukce prodejny a opravny automobilů." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225691.

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Diploma thesis includes design and examination of steel load-carrying structure. Construction includes car deal warehouse and car repair shop with extension for car varnishing. Car deal warehouse has ground dimensions 22 x 30 m and total high 10 m. Main frame is composed of Vierendeel trusses with arc shape. Car repair shop has ground dimensions 20 x 30 m and total high 10 m. Main frame is composed of truss girders and web-plate columns. Frame extension has ground dimension 20 x 10 m and total high 6,4 m. Cladding is composed of sandwich panels. Store´s gable wall and a part of the roof are gl
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Bartosch, Václav. "Montovaná konstrukce haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265482.

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Master´s thesis describes the design and static calculating of selected elements of prefabricated reinforced concrete hall with bulit-in office, elaboration of basic drawings of the project documentation, shape and reinforcemenet drawings of these selected structural prefabricated elements. The work also includes technical report, details of selected element´s contacts, drawing of plates and study of the behavior of reinforced buildings. Calculation was performed by using a computer program AxisVm, Microsoft Excel a IDEA StatiCa
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McFadden, Matthew. "Effective Weld Properties for RHS-to-RHS Moment T-connections." Thesis, 2012. http://hdl.handle.net/1807/33446.

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An experimental program was developed to test various unreinforced RHS-to-RHS 90° T-connections subject to branch in-plane bending moment with the objective of determining the effectiveness of the welded joint. Twelve unique test specimens were designed to be weld-critical and the results from the full-scale tests revealed that the current equation for the effective elastic section modulus for in-plane bending, S_ip, given in Table K4.1 of ANSI/AISC 360 (2010) is conservative. A modification to the current requirements that limit the effective width of the transverse weld elements is proposed,
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Book chapters on the topic "Vierendeels truss"

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"Vierendeel truss." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_220748.

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Conference papers on the topic "Vierendeels truss"

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Kumar, Rajesh, Dipti Ranjan Sahoo, and Ashok Gupta. "Fragility curves for special truss moment frame with single and multiple vierendeel special segment." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7248.

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Special Truss Moment frame (STMF) is an open web truss moment frame, which dissipates the input seismic energy through a well-defined ductile special segment located near the mid-span of truss while other members of truss outside the special segment and columns are designed to remain elastic. In this paper, the performance and the fragility curve of STMFs consisting single and multiple vierendeel panels in the special segment are investigated. The seismic response of nine-story having the length to depth ratio of special segment 2.5 is considered to develop the fragility curve. The seismic res
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Reports on the topic "Vierendeels truss"

1

Grenestedt, Joachim L. Vierendeel Type Steel Truss/Composite Skin Hybrid Ship Hulls. Defense Technical Information Center, 2007. http://dx.doi.org/10.21236/ada476085.

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Journal articles
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