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Journal articles on the topic 'Vierendeels truss'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Wei, Cuixia, Yipeng Jia, Qingang Liu, and Haifeng Yu. "Determining the Reasonable Height of Vierendeel Truss Based on Stiffness and Global Stability." International Journal of Safety and Security Engineering 10, no. 4 (2020): 573–78. http://dx.doi.org/10.18280/ijsse.100418.

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12

Hassan, Mustafa AbdulHussein, Hadi Nasir, and Jamal Saeed. "Experimental Investigation of High Strength Precast Reinforced Concrete Walls used (Vierendeel Truss Form)." IOP Conference Series: Materials Science and Engineering 584 (August 15, 2019): 012008. http://dx.doi.org/10.1088/1757-899x/584/1/012008.

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13

Kumar, Rajesh, and Dipti Ranjan Sahoo. "Seismic fragility of steel special truss moment frames with multiple ductile vierendeel panels." Soil Dynamics and Earthquake Engineering 143 (April 2021): 106603. http://dx.doi.org/10.1016/j.soildyn.2021.106603.

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14

Ahmmed, Mazin Abdulimam, Mazen Dewan, and Hussein M. Ashour Al. Khuzaie. "Comparative Study of Pratt Truss, Vierendeel Structure, and Plate Girder for Overhead Crane Girder." IOP Conference Series: Materials Science and Engineering 1090, no. 1 (2021): 012058. http://dx.doi.org/10.1088/1757-899x/1090/1/012058.

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15

Guo, Yan-Lin, Hang Chen, and Yong-Lin Pi. "In-plane failure mechanisms and strength design of circular steel planar tubular Vierendeel truss arches." Engineering Structures 151 (November 2017): 488–502. http://dx.doi.org/10.1016/j.engstruct.2017.08.055.

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16

Iman, M. Farid Nurul, Endah Wahyuni, and Data Iranata. "EFFECT OF REDUCED BEAM SECTION IN STAGGERED TRUSS FRAME STRUCTURE VIERENDEEL ELEMENT WITH EARTHQUAKE LOAD ANALYSIS." Journal of Civil Engineering 32, no. 2 (2018): 69. http://dx.doi.org/10.12962/j20861206.v32i2.4560.

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17

Rusli A., Muhamad, Prabowo Setiyawan, Dessy Maimunah, and Destia Wulandari. "The Effect of Hole Width on Full Height Rectangular Opening Castellated Steel Beam with Diagonal Stiffener Concerning Its Flexural Capacity." Journal of Advanced Civil and Environmental Engineering 2, no. 2 (2019): 76. http://dx.doi.org/10.30659/jacee.2.2.76-84.

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The use of a diagonal stiffener in a full height rectangular opening castellated steel beam can prevent the failure mechanism of vierendeel. This results in the flexural capacity of the castellated beam higher than the original IWF profile. The flexural capacity of a castellated steel beam can be optimized by designing the hole width on the web section. This research aims to find out the effect of several values of castellated steel beam hole width on the flexural capacity. In this research, there are 4 castellated steel beam models whose flexural capacity values are calculated using the truss

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18

Shi, Minjie, Bo Yuan, Tengzhao Jiang, and Yanhui Wei. "In-plane failure mechanisms and strength design of circular steel tubular Vierendeel truss arches with rectangular section." Structures 29 (February 2021): 1779–90. http://dx.doi.org/10.1016/j.istruc.2020.12.040.

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19

Rusli A., Muhamad, and Prabowo Setiawan. "The axial capacity of a full height rectangular opening castellated steel beam with steel reinforcement stiffeners." Journal of Advanced Civil and Environmental Engineering 4, no. 1 (2021): 51. http://dx.doi.org/10.30659/jacee.4.1.51-59.

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The axial capacity of a full height rectangular opening castellated steel beam with steel reinforcement stiffeners is proven to prevent Vierendeel failure mechanism. The effect is an increase in flexural capacity of the structure. Diameter of the steel reinforcement stiffeners is revealed to have an effect on its strength in resisting axial forces occur in the structure. However, size of the diameter is limited to the strength maximum value of the steel flange section in withstanding the moment force. Using optimal design of the castellated steel structure, this research aimed to find out the

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20

Chang, Shan, Ming Yang, Linjie Tian, and Pengfei Yuan. "Bending behavior of steel octagon-web beam." Advances in Structural Engineering 23, no. 12 (2020): 2694–708. http://dx.doi.org/10.1177/1369433220919072.

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Due to the improvement of steel properties, many steel structures with attractive appearance emerge unceasingly. In this article, a new structure of steel octagon-web beam which has the similar appearance with honeycomb beam was presented. The mechanical characteristics of steel octagon-web beam under bending loads were analyzed theoretically. Based on the Vierendeel truss theory in deflection calculation of honeycomb beam, the deflection calculation method of steel octagon-web beam which was validated by finite element method was studied. Two parameters affecting deflection of steel octagon-w

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21

Sadeghpour, M., V. R. Kalatjari, and H. Pahlavan. "Numerical study of the effect of geometric arrangement of the truss on the response modification factor of the special truss moment frame (STMF)." SN Applied Sciences 3, no. 5 (2021). http://dx.doi.org/10.1007/s42452-021-04570-z.

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Abstract The purpose of the present study was to investigate the effect of the geometric arrangement of the trusses on the response modification factor of the special truss moment frame. For this purpose, six different geometric arrangements for the three types of trusses (Vierendeel, multiple Vierendeel panels, and X-diagonals) were considered. The results were obtained based on non-linear static analysis of two- and three-span frames for 4- and 8-story structures with the given geometric arrangements. According to the results obtained, different truss arrangements can affect the response mod

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22

Kumar, Rajesh, Dipti Ranjan Sahoo, and Ashok Gupta. "Quantification of Seismic Performance Factors for Ductile Vierendeel Steel Truss Moment Frames." Journal of Earthquake Engineering, September 29, 2020, 1–22. http://dx.doi.org/10.1080/13632469.2020.1826372.

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23

Al-Maliki, Hadi Naser Ghadhban. "STRUCTURAL BEHAVIOR OF PRECAST HIGH STRENGTH REINFORCED CONCRETE VIERENDEEL TRUSS WALLS: A NUMERICAL APPROACH." International Journal of GEOMATE 21, no. 84 (2021). http://dx.doi.org/10.21660/2021.84.j2159.

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24

Kumar, Rajesh, and Dipti Ranjan Sahoo. "Seismic performance of high‐rise special truss moment frames with multiple Vierendeel ductile segments and high panel aspect ratios." Structural Design of Tall and Special Buildings 29, no. 18 (2020). http://dx.doi.org/10.1002/tal.1810.

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