Relevant bibliographies by topics / Truss-based system

Contents

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

Academic literature on the topic 'Truss-based system'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Truss-based system"

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Bich, Quyen Vu Thi, Tien Dao Ngoc, and Van Tran Thi Thuy. "Geometrically nonlinear buckling analysis of truss with length imperfection subjected to mechanical and thermal load using hybrid FEM." E3S Web of Conferences 410 (2023): 03003. http://dx.doi.org/10.1051/e3sconf/202341003003.

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This paper presents a novel hybrid FEM-based approach to establish the mathematical model for solving the nonlinear buckling problem of truss systems with length imperfection under mechanical and thermal load. due to constant temperature change-based hybrid FEM. The proposed approach deals with establishing hybrid types of truss elements, including perfect truss elements without thermal deformation and truss elements with length imperfection and thermal deformation. The equilibrium equation of both truss elements is established based on compatibility relationships considering geometric nonline
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Wang, Tie Cheng, Wen Xing Wang, Hai Long Zhao, and Qin Shan Li. "The Strength and Deformation Analysis on the Top Steel-Tube Truss Supporting System of Silo." Applied Mechanics and Materials 351-352 (August 2013): 760–64. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.760.

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The influence of diameters and loads on the displacement of truss supporting system is evaluated based on the results of the finite element analysis on the steel-tube truss supporting system of silo. The vertical displacement increases with the increasing of the load. The displacement increases with the increasing of the diameter in the same loads. The maximal displacement appears in the intermediate position of the truss, and the displacements of symmetric nodes are similar under the symmetric loads. The member yields before 30m of truss supporting system reaches the allowable deflection.
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Quyen, Vu Thi Bich, and Dao Ngoc Tien. "Hybrid finite element formulation for geometrically nonlinear buckling analysis of truss with initial length imperfection." E3S Web of Conferences 281 (2021): 04002. http://dx.doi.org/10.1051/e3sconf/202128104002.

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This paper presents a novel hybrid FEM-based approach for nonlinear buckling analysis of truss with initial length imperfection. The contribution deals with establishing two types of truss finite element (perfection and imperfection element) considering large displacement based on displacement formulation and mixed formulation. Therefore, the hybrid global equation system is developed by assembling perfection and imperfection truss elements. The incremental-iterative algorithm based on the arc-length method is used to establish calculation programs for solving geometrically nonlinear buckling
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Liu, Yun, Xiang Yu Li, and Bing Xia. "Research on the Selection of Space Truss Structure." Applied Mechanics and Materials 438-439 (October 2013): 734–38. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.734.

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Space truss structure is widely used in various engineering fields. The key technical problems are mechanical analysis of its structure and optimization of the design of truss structure. In this paper, comparison of the four different designs of the concrete transport truss structure system based on ANSYS, and the FORTRAN procedure were programmed. Finally both practical and economical factor was chosen to meet the engineering truss structure. These results should be of guiding significance to design and construct retaining engineering in space truss structural.
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Zhang, Bowen. "Research on Type Selection of Truss Bridge Structure Based on Optimization Design." Transactions on Engineering and Technology Research 4 (December 20, 2024): 43–48. https://doi.org/10.62051/5hcre573.

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Truss selection design is an important link in both theoretical research and practical engineering problems. The topic of this study is truss selection based on optimization design. Firstly, this paper analyzes the mechanical properties. Then, the material ratios of the three different truss structures are studied by changing the axial force data of the three members using the structural mechanics solver. Finally, through comprehensive analysis and system optimization consideration, the conclusion is drawn that the parallel truss has better performance than the triangular truss and the parabol
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Tavakoli, Reihaneh, Reza Kamgar, and Reza Rahgozar. "The Best Location of Belt Truss System in Tall Buildings Using Multiple Criteria Subjected to Blast Loading." Civil Engineering Journal 4, no. 6 (2018): 1338. http://dx.doi.org/10.28991/cej-0309177.

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The main goal of this paper is to investigate the effect of blast phenomenon on structures to determine the best location of belt truss system in tall buildings. For this purpose, one of the exterior frames of a tall steel building, in which the belt truss is located, is considered. The steel frame model is subjected to two different charges of equivalent weight which are applied in two different standoff distances. In this research, the best location of the belt truss system is determined using OpenSees software based on the nonlinear dynamic analysis. The best location of the belt truss syst
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Budak, Adem, and Sedat Karaman. "ECONOMICAL COMPARISON OF STEEL-FRAMED GREENHOUSE SYSTEMS." CURRENT TRENDS IN NATURAL SCIENCES 12, no. 23 (2023): 137–49. http://dx.doi.org/10.47068/ctns.2023.v12i23.015.

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Since greenhouses are highly expensive structures, they need to be designed carefully with the use of modern technology of the day. Especially in the design of high-cost steel-framed greenhouses, system selection and dimensioning play an important role in economical design of load-bearing members. This study was conducted to investigate the effects of two different roof types (gothic and gable), two different truss spacings (2.5 and 3 m) and three different truss spans (6, 8 and 9.6 m) on cross-sections of load-bearing steel members, overall weight and final cost of greenhouse systems. Overall
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Ran, Hong Dong, Wen Xv, and Ming Zhou Su. "Experimental Study on Seismic Behaviors of Improved Composite Steel Staggered Truss Structures." Applied Mechanics and Materials 166-169 (May 2012): 1383–86. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1383.

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According to the poorly seismic behaviors of composite staggered trusses system, an improved composite staggered trusses system was proposed. Based on the experimental study of a 1/3 scale improved composite staggered truss frame steel structure model under cyclic loading, the seismic behaviors and failure mechanism was studied, and the seismic behaviors was evaluated by the hysteretic behavior, ductility, energy dissipation and rigidity degeneration. The study showed that the improved composite staggered truss steel structures had the advantages in bearing capacity, ductility, deformability a
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Stolarski, Adam, and Jacek Zychowicz. "Experimental Investigations of Reinforced Concrete Beams with Innovative Truss-Shaped Reinforcement System." Materials 14, no. 7 (2021): 1652. http://dx.doi.org/10.3390/ma14071652.

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The purpose of the work is an experimental analysis of the behavior of reinforced concrete beams with a new, patented system of truss-shaped reinforcement. Experimental tests of reinforced concrete beams with conventional reinforcement and with truss-shaped, mass equivalent reinforcement, with two different values of longitudinal reinforcement ratio, were carried out. The testing results of the load-carrying capacity and displacements of beams are presented. The cracking and failure mechanism of beams with a new truss-shaped reinforcement system was also analyzed. The test results for conventi
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Forti, Tiago L. D., Gustavo C. Longhin, Nadia Cazarim da Silva Forti, and João Alberto V. Requena. "Agility based software development for truss design." Rem: Revista Escola de Minas 67, no. 3 (2014): 259–64. http://dx.doi.org/10.1590/s0370-44672014000300003.

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This article describes the development of an application for structural analysis of tubular trussed girders. Such structural components are widely used on roofs for which long span components are a necessity, e. g., supermarkets, distribution centers, etc. The application supplies hints to the project engineers as to the most economic solutions for a combination of span, loads, and other characteristics. Software development techniques are also explored. Such techniques can be divided into two large groups. In the first one, which is most widely known and used, software development complies wi
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Dissertations / Theses on the topic "Truss-based system"

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Chen, Silin. "Reliability-based design of concrete-filled steel tubular (CFST) truss systems by advanced analysis." Thesis, The University of Sydney, 2021. https://hdl.handle.net/2123/24557.

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Concrete-filled steel tubular (CFST) truss is a type of composite structure with CFST chords and hollow tubular braces. CFST trusses have been increasingly used in large-scale structures such as towers, bridge girders, piers and arch ribs. The compression and flexural behaviour of CFST trusses are greatly improved compared to hollow tubular trusses due to the concrete infill in chords. For such complex composite structural systems, traditional structural analysis approaches are readily applied for the safety checks of individual members and connections, whilst system-level inelastic analysis a
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新井, 哲也, and Tetsuya Arai. "Mechanical advantages of a truss-structure-based fracture fixation system : A Novel Fracture Fixation Device “PinFix”." Thesis, 2013. http://hdl.handle.net/2237/18962.

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Chang, Mei-Chih, and 張美智. "Information theory based approach for constructability assessment in truss structural systems." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/p9sa48.

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博士<br>國立臺灣科技大學<br>建築系<br>105<br>The importance of constructability is often understated in the design phase of a construction project. Issues regarding constructability often do not receive sufficient attention until it is too late for design changes. This thesis proposes a quantitative measure of the complexity of construction in truss structural system design that can be used as an index of constructability in the aspect of standardization and repetition elements at early design stages. Construction can be regarded as a co-operative undertaking among architects, who specify the form of a bui
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Books on the topic "Truss-based system"

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Öchsner, Andreas. Finite Elements for Truss and Frame Structures: An Introduction Based on the Computer Algebra System Maxima. Springer, 2018.

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Book chapters on the topic "Truss-based system"

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Zhang, Xudong, Xiushen Xia, and Heng Zhang. "Study on the Damage Evolution Law of Railway High Pier of New Replaceable Components Under Near-Fault Ground Motion." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_42.

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AbstractIn order to improve the energy dissipation effect of the connection components of steel truss joints and optimize the arrangement of the components, a new replaceable component railway pier structure was proposed, referring to the transmission tower structure. The new pier consists of four pier columns and the steel truss connection system between the columns. Based on the OpenSees platform, a dynamic analysis model of the new railway pier was established. 56 seismic records were input, and incremental dynamic analysis (IDA) was carried out to investigate the damage evolution law of th
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Zhu, Xinyue, Changhuan Wang, Meng Chen, Shiqi Li, and Junfeng Wang. "Concept Plan and Simulation of On-Orbit Assembly Process Based on Human–Robot Collaboration for Erectable Truss Structure." In Man-Machine-Environment System Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6978-4_78.

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Luo, Yajun, Xinong Zhang, and Minglong Xu. "Nonlinear Self-Defined Truss Element Based on the Plane Truss Structure with Flexible Connector." In Dynamical Systems. Springer New York, 2010. http://dx.doi.org/10.1007/978-1-4419-5754-2_28.

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Reintjes, Christian, Jonas Reuter, Michael Hartisch, Ulf Lorenz, and Bernd Engel. "Towards CAD-Based Mathematical Optimization for Additive Manufacturing – Designing Forming Tools for Tool-Bound Bending." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77256-7_2.

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AbstractThe trend towards flexible, agile, and resource-efficient production systems requires a continuous development of processes as well as of tools in the area of forming technology. To create load-adjusted and weight-optimized tool structures, we present an overview of a new algorithm-driven design optimization workflow based on mixed-integer linear programming. Loads and boundary conditions for the mathematical optimization are taken from numerical simulations. They are transformed into time-independent point loads generating physical uncertainty in the parameters of the optimization mod
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Bendsøe, Martin P., and Aharon Ben-Tal. "Truss Topology Optimization by a Displacements Based Optimality Criterion Approach." In Optimization of Large Structural Systems. Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-010-9577-8_6.

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Sun, Lianxia, Xudong Xie, Hongxing Zheng, and Weijiang Zhou. "On-Orbit Assembly Sequence Planning of Space Truss Structures Based on DPSO." In Proceedings of 2022 International Conference on Autonomous Unmanned Systems (ICAUS 2022). Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-0479-2_152.

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Taylor, J. E., and Janos Logo. "Analysis and Design of Elastic/Softening Truss Structures Based on a Mixed-Form Extremum Principle." In Optimization of Large Structural Systems. Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-010-9577-8_33.

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Tejani, Ghanshyam, and Vimal Savsani. "Teaching-Learning-Based Optimization (TLBO) Approach to Truss Structure Subjected to Static and Dynamic Constraints." In Advances in Intelligent Systems and Computing. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-0129-1_7.

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Mbock, Koumbe, Etoua Remy Magloire, and Ayissi Raoul Domingo. "Control Instruments of Regularized Problems Based on Mathematical Modeling of Structural Perturbations with Applications at the Nodes of 25-Bar Truss Systems." In Differential Equations in Engineering. CRC Press, 2021. http://dx.doi.org/10.1201/9781003105145-3.

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Luo, Bo, He Yu, Fei Feng, Benzheng Gao, and Yue Ge. "Experimental Study of Active Vibration Control for Flexible Truss by Using a Stewart Platform Manipulator." In Advances in Transdisciplinary Engineering. IOS Press, 2024. http://dx.doi.org/10.3233/atde231100.

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Experiments of active vibration control for flexible truss are studied, with a Stewart platform manipulator (SPM) employed as an active device at the bottom of the truss. A back-propagation neural network is designed to identity the controlled object. And on the basis of the identification model, this work constructs a neural network adaptive inverse controller (NNAIC). Then based on the dSPACE real-time simulation system, the control test system for the truss is built, on which the neural network adaptive inverse control experiments are carried out. The vibration amplitude decreases more than
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Conference papers on the topic "Truss-based system"

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Hou, Yuzhou, Xin Zhao, Yutong Xu, Yiqing Zhao, and Kun Ding. "Sensitivity Data-driven Optimization of Coupling Trusses Section of Multi-petal Supertall Building under Period Constraint." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1327.

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&lt;p&gt;Coupling trusses are efficient subassemblies in the lateral structure system of the multi-petal supertall tower. However, the thicker the steel chord of the coupling truss, the higher steel Z- direction performance and technical requirements for production and processing carried out, which also cause the heavier joint weight resulting in construction and hoisting difficulties. In this paper, the structural system of a 460m-high multi-petal tower is decomposed by multiple levels. Multiple sections of members are set as single-factor variables and sensitivity analysis is used to study t
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Gu, Jianzhe, Yuyu Lin, Qiang Cui, et al. "PneuMesh: Pneumatic-driven Truss-based Shape Changing System." In CHI '22: CHI Conference on Human Factors in Computing Systems. ACM, 2022. http://dx.doi.org/10.1145/3491102.3502099.

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Rakich, Andrew P., Heejoo Choi, Christian Veillet, et al. "A laser-truss based optical alignment system on LBT." In Ground-based and Airborne Telescopes VIII, edited by Heather K. Marshall, Jason Spyromilio, and Tomonori Usuda. SPIE, 2020. http://dx.doi.org/10.1117/12.2558013.

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Xu Yan. "The research of modern logistics system truss based on data mining." In 2012 International Conference on Computer Science and Information Processing (CSIP). IEEE, 2012. http://dx.doi.org/10.1109/csip.2012.6308969.

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Yawen, Zhuang, and Bai Yang. "Research and Application of Truss Manipulator Positioning System Based on 3D Vision." In 2022 37th Youth Academic Annual Conference of Chinese Association of Automation (YAC). IEEE, 2022. http://dx.doi.org/10.1109/yac57282.2022.10023815.

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Jinli, Wang, and Liu Haiqing. "Truss Structure Analysis with Fuzzy Parameters Based on Structuring Element Method." In 2010 International Conference on Intelligent System Design and Engineering Application (ISDEA 2010). IEEE, 2010. http://dx.doi.org/10.1109/isdea.2010.71.

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Chen, Chang-New. "Truss Analyses by DQEM." In ASME 1999 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1999. http://dx.doi.org/10.1115/imece1999-0089.

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Abstract A new numerical approach for solving generic three-dimensional truss problems having nonprismatic members is developed. This approach employs the differential quadrature (DQ) technique to discretize the element-based governing differential equations, the transition conditions at joints and the boundary conditions on the domain boundary. A global algebraic equation system can be obtained by assembling all of the discretized equations. A numerically rigorous solution can be obtained by solving the global algebraic equation system. Mathematical formulations for two-dimensional differenti
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Sun, Changle, Mingzhi Liu, Houqing Xue, Hao Hu, Xinqi Jiang, and Shihao Ge. "Inflatable Slide-type Marine Rescue and Evacuation System Based on Beam-truss Structures." In 2021 6th International Conference on Transportation Information and Safety (ICTIS). IEEE, 2021. http://dx.doi.org/10.1109/ictis54573.2021.9798472.

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Han, Yanbin, Guangchen Bai, and Xiaoying Li. "Notice of Retraction: Failure mode research of hyperstatic truss structure based on Ansys." In 2010 International Conference on Computer Application and System Modeling (ICCASM 2010). IEEE, 2010. http://dx.doi.org/10.1109/iccasm.2010.5619190.

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Xu, Li Ju, and Jiang Wu. "The Dynamic Model of Redundant Tetrahedron Based Variable Geometry Truss Manipulators Based on Fuzzy Neural Network." In ASME 2000 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/detc2000/mech-14162.

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Abstract In this paper the dynamic model of redundant tetrahedron based variable geometry truss manipulators are investigated based on fuzzy neural network. The dynamic model system is divided into three subsystems. The inertial matrix, centrifugal and Coriolis matrix, gravity matrix are trained respectively by using three fuzzy network models, and then the solutions to inverse dynamic model problem can be obtained. Finally, the simulation calculation of dynamics for a four celled tetrahedron-tetrahedron variable geometry truss manipulator is given for illustration.
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Reports on the topic "Truss-based system"

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Clausen, Jay, D. Moore, L. Cain, and K. Malinowski. VI preferential pathways : rule or exception. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41305.

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Trichloroethylene (TCE) releases from leaks and spills next to a large government building occurred over several decades with the most recent event occurring 20 years ago. In response to a perceived conventional vapor intrusion (VI) issue a sub-slab depressurization system (SSDS) was installed 6 years ago. The SSDS is operating within design limits and has achieved building TCE vapor concentration reductions. However, subsequent periodic TCE vapor spikes based on daily HAPSITE™ measurements indicate additional source(s). Two rounds of smoke tests conducted in 2017 and 2018 involved introductio
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Clausen, Jay, D. Moore, K. Miller, and L. Haines-Ecklund. VI preferential pathways of a large government building. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/43260.

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Trichloroethylene (TCE) releases from leaks and spills next to a large government building occurred over several decades with the most recent event occurring 20 years ago. In response to a perceived conventional vapor intrusion (VI) issue a sub-slab depressurization system (SSDS) was installed 6 years ago. The SSDS is operating within design limits and has achieved building TCE vapor concentration reductions. However, subsequent periodic TCE vapor spikes based on daily HAPSITE™ measurements indicate additional source(s). Two rounds of smoke tests conducted in 2017 and 2018 involved introductio
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BEHAVIOR INSIGHTS AND PLASTIC DESIGN CONSIDERATIONS OF SSTF SYSTEMS BASED ON DETAILED FINITE ELEMENT ANALYSES OF A PROPOSED SUB-STRUCTURE. The Hong Kong Institute of Steel Construction, 2024. http://dx.doi.org/10.18057/ijasc.2024.20.2.4.

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The steel staggered truss framing (SSTF) system has been increasingly utilized due to its large column-free spaces, high construction efficiency, and favorable economic benefits. Despite its advantages, the SSTF system has yet to be incorporated in mainstream seismic design codes and is predominantly applied in low-seismic regions. The primary obstacle hindering the wider application of the SSTF system is the limited understanding of its inelastic behaviors, particularly in regard to diaphragm actions. This study firstly introduces an SSTF sub-structure that precisely reflects the diaphragm ac
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EXPERIMENTAL STUDY ON TRUSS TYPE STEEL REINFORCED CONCRETE JOINTS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.165.

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"This paper presents an experimental study on the structural behavior of two truss type steel reinforced concrete (SRC) joints. The objective is to characterize the mechanical behavior of SRC joints subjected to static loading. The specimens were scaled from a concrete core tube connected to a mega steel truss. Mechanical behavior of the joint zone is extremely complicated due to the complex geometry and interactive forces among the connected members. Monotonic loading tests were carried out through a self-balanced loading system. Sparse cracks were observed under design loads. Spalling concre
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STUDY ON STATIC AND DYNAMIC EXPERIMENT OF SPATIAL CABLE-TRUSS STRUCTURE WITHOUT INNER RING CABLES BASED ON GRID-JUMPED LAYOUT OF STRUTS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.6.

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Cable-truss tensile structures are one of the most imperative types of spatial structures, and a spatial cable-truss structure without inner ring cables (SCSWIRC) is a new type of cable-truss tensile structure. Although SCSWIRC has a strong anti-collapse capacity, its construction forming is difficult. Based on the concept of grid-jumped layout for struts, the experimental model with a span of 6 m is designed, and then three grid-jumped layout schemes are proposed to simplify structure system. The static and dynamic properties of experimental and finite element models are systematically studie
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APPLICATION OF HYDRAULIC SYNCHRONOUS LIFTING TECHNOLOGY IN THE CONSTRUCTION OF LONG-SPAN HYBRID STEEL STRUCTURES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.070.

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The aim of this study was to solve technical problems, such as uneven structures, multiple lifting points, high accuracy control requirements, and multi-disciplinary collaborative work, in the process of lifting and hoisting long-span hybrid steel structures based on the lifting work of a steel roof and steel beams of the Hunan Radio and Television studio F. First, after conducting research on the comparison and selection of the construction scheme, lifting process, quality control and other aspects, a floor assembly + hydraulic lifting + overhead supplementary bar construction plan was propos
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