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Relevant bibliographies by topics / Loads (Mechanics) Structural frames

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Academic literature on the topic 'Loads (Mechanics) Structural frames'

Author: Grafiati

Published: 4 June 2021

Last updated: 4 February 2022

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Journal articles on the topic "Loads (Mechanics) Structural frames"

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Wu, Cheng Hao, Meng Guo, and Yuan Jian Zhang. "Displacement Equations Using Force Method for Frame-Composite Walls under Horizontal Loads." Applied Mechanics and Materials 137 (October 2011): 106–12. http://dx.doi.org/10.4028/www.scientific.net/amm.137.106.

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According to the special forms and mechanical behavior of frame-composite walls, displacement calculation method for frame-composite walls under horizontal loads is proposed in this paper. The model of frames and composite walls in parallel is adopted for considering working together of them. Cracking of filling blocks at middle and end elastic stages is taken into account. Based on material and structure mechanics theories, the displacement calculation method of frame-composite walls is derived from that of frame structures. The calculation results of the proposed method agree well with the t

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Zhenggang, Cao, Du Peng, Fan Feng, and Fang Ming. "Cyclic testing and parametric analyses of the fabricated steel frames infilled with autoclaved aerated concrete panels." Advances in Structural Engineering 20, no. 4 (2016): 629–40. http://dx.doi.org/10.1177/1369433216659288.

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The influence of autoclaved aerated concrete panels on the mechanical properties of fabricated steel frames was experimentally investigated. Two fabricated steel frame specimens, which were with and without autoclaved aerated concrete panels, respectively, were tested under reversed cyclic loads. They were 1/2-scale, two-storey, and single-bay steel frames that were assembled by bolted beam-height adjustable steel beam-to-column connections. The effect of autoclaved aerated concrete panel dimensions on the mechanical behavior of infilled frames was also parametrically analyzed with the propose

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Sobhy, Asmaa, Louay Aboul Nour, Hilal Hassan, and Alaaeldin Elsisi. "Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading." Frattura ed Integrità Strutturale 15, no. 57 (2021): 70–81. http://dx.doi.org/10.3221/igf-esis.57.07.

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A substantial amount of work was carried out on the use of fiber-reinforced polymer (FRP) in reinforcing concrete structural elements, which demonstrated considerable inelasticity or deformity through monotonous and fatigue loads. Even so, the action of FRP bars in FRP-RC columns and frame structures has not yet been studied during reversed cyclic loading. In this research, reversed cyclic loading was conducted on three beam-column joint models using the finite element method with ANSYS software. The first model was for a joint designed with steel rebar for both the longitudinal reinforcement

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Ginger, J., D. Henderson, M. Humphreys, C. Konthesingha, and M. G. Stewart. "Wind Loads on the Frames of Industrial Buildings." Australian Journal of Structural Engineering 16, no. 2 (2015): 169–78. http://dx.doi.org/10.1080/13287982.2015.11465188.

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Choi, Chang‐Koon, and E‐Doo Kim. "Multistory Frames Under Sequential Gravity Loads." Journal of Structural Engineering 111, no. 11 (1985): 2373–84. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:11(2373).

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YUEN, Y. P., and J. S. KUANG. "MASONRY-INFILLED RC FRAMES SUBJECTED TO COMBINED IN-PLANE AND OUT-OF-PLANE LOADING." International Journal of Structural Stability and Dynamics 14, no. 02 (2014): 1350066. http://dx.doi.org/10.1142/s0219455413500661.

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The structural responses of infilled frames subjected to combined in-plane and out-of-plane loadings are usually analyzed by separately applying in-plane and out-of-plane loads. The interaction effect of in-plane and out-of-plane loads on the structural behavior of the frames is ignored; thus errors in predicting the actual force-transfer mechanisms and modes of failure of the structures can be incurred. To solve the problem, this paper presents a discrete finite element modeling technique, which employs a damage-based cohesive crack representation of fracture behavior of masonry infills, foll

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Hull, M. L., and F. Bolourchi. "Contributions of rider-induced loads to bicycle frame stress." Journal of Strain Analysis for Engineering Design 23, no. 3 (1988): 105–14. http://dx.doi.org/10.1243/03093247v233105.

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Presented in this paper is a new method for design analysis of bicycle frames. The new method relies on measurements of rider induced loading to perform a stress analysis of a bicycle frame. The vehicle for the stress analysis is ANSYS, a commercially available finite element code. Through application of individual measured loads, the method examines the corresponding nodes of maximum stress. Polar plots are developed to illustrate the variation of stress as a function of crank arm angle. Polar plots are also developed for the nodes experiencing the maximum total stress. Such a procedure enabl

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Buen, Oscar de. "Column Design in Steel Frames under Gravity Loads." Journal of Structural Engineering 118, no. 10 (1992): 2928–35. http://dx.doi.org/10.1061/(asce)0733-9445(1992)118:10(2928).

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Demirtas, Salih, Hasan Ozturk, and Mustafa Sabuncu. "Dynamic Response of Multi-bay Frames Subjected to Successive Moving Forces." International Journal of Structural Stability and Dynamics 19, no. 04 (2019): 1950042. http://dx.doi.org/10.1142/s0219455419500421.

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This paper investigates the dynamic responses of multi-bay frames with identical bay lengths subjected to a transverse single moving load and successive moving loads with a constant interval at a constant speed. The effects of the bay length and the speed of the moving load on the response of the multi-bay frame subjected to a single point load are investigated numerically by the finite element method. A computer code is developed by using MATLAB to perform the finite element analysis. The Newmark method is employed to solve for the dynamic responses of the multi-bay frame. With this, the dyna

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Simitses, G. J., and S. E. Mohamed. "Nonlinear analysis of gabled frames under static loads." Journal of Constructional Steel Research 12, no. 1 (1989): 1–17. http://dx.doi.org/10.1016/0143-974x(89)90046-1.

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Dissertations / Theses on the topic "Loads (Mechanics) Structural frames"

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Howard, Andrew Martin. "Design, fabrication, and verification of a miniature load frame." Master's thesis, Mississippi State : Mississippi State University, 2007. http://sun.library.msstate.edu/ETD-db/ETD-browse/browse.

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Filiatrault, André. "Performance evaluation of friction damped braced steel frames under simulated earthquake loads." Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25091.

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This thesis presents the results obtained from qualification tests of a new friction damping system, which has been proposed in order to improve the response of Moment Resisting Frames and Braced Moment Resisting Frames during severe earthquakes. The system basically consists of a special inexpensive mechanism containing friction brake lining pads introduced at the intersection of frame cross-braces. The main objective is to study the performance of a 3 storey Friction Damped Braced Frame model under simulated earthquake loads. The main members of the test frame were chosen from available ho

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Al-Hakeem, Ali Hashim. "Structural analysis of truck chassis frames under longitudinal loads considering bimoment effects." Thesis, Cranfield University, 1991. http://hdl.handle.net/1826/3632.

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Thin walled beams warp under torsional and longitudinal loads. Warping restraint produces high longitudinal stresses. This is an analysis of the stress distribution in the side members of commercial vehicle chassis frames under the effects of the previously little studied longitudinal loads which may act on a truck chassis through spring hanger brackets. The structure analysed is a model chassis frame consisting of channel section side members and four cross members with different joint connections. The developed theories are incorporated into a special purpose finite element program which may

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Xu, Jian. "Development of a general dynamic hysteretic light-frame structure model and study on the torsional behavior of open-front light-frame structures." Online access for everyone, 2006. http://www.dissertations.wsu.edu/Dissertations/Fall2006/j_xu_120606.pdf.

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Menchel, Kfir. "Progressive collapse: comparison of main standards, formulation and validation of new computational procedures." Doctoral thesis, Universite Libre de Bruxelles, 2008. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/210452.

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Throughout recent history, famous records of building failures may be found, unfortunately accompanied by great human loss and major economic consequences. One of the mechanisms of failure is referred to as ‘progressive collapse’: one or several structural members suddenly fail, whatever the cause (accident or attack). The building then collapses progressively, every load redistribution causing the failure of other structural elements, until the complete failure of the building or of a major part of it. The civil engineering community’s attention to this type of event was first drawn by the pr

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Vasudevan, S. "Development of new spatially curved non-linear frame finite element using a mixed variational principle and rotations as independent variables." Diss., Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/13069.

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Brookes, Briana O. "Load ratings using an in-service bridge monitoring system." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 121 p, 2007. http://proquest.umi.com/pqdweb?did=1338919131&sid=4&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Abdel-Rahman, Nabil Mahmoud. "Cold-formed steel compression members with perforations." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp02/NQ30065.pdf.

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Prinz, Gary S. "Effect of Beam Splicing on Seismic Response of Buckling-Restrained Braced Frames." Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd2126.pdf.

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Gull, Jawad H. "Comprehending Performance of Cross-Frames in Skewed Straight Steel I-Girder Bridges." FIU Digital Commons, 2014. http://digitalcommons.fiu.edu/etd/1128.

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The effects of support in steel bridges can present significant challenges during the construction. The tendency of girders to twist or layovers during the construction can present a particularly challenging problem regarding detailing cross-frames that provide bracing to steel girders. Methods of detailing cross-frames have been investigated in the past to identify some of the issues related to the behavior of straight and skewed steel bridges. However, the absence of a complete and simplified design approach has led to disputes between stakeholders, costly repairs and delays in the construct

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Books on the topic "Loads (Mechanics) Structural frames"

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Szumigała, Maciej. Zespolone stalowo-betonowe konstrukcje szkieletowe pod obciążeniem doraźnym. Wydawn. Politechniki Poznańskiej, 2007.

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Nageim, H. Al. Structural mechanics: Loads, analysis, materials and design of structural elements. 7th ed. Prentice Hall, 2010.

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Nageim, H. Al. Structural mechanics: Loads, analysis, materials, and design of structural elements. 7th ed. Longman, 2010.

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Fanella, David Anthony. Structural loads: 2012 IBC and ASCE/SEI 7-10. ICC, 2012.

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Huddleston, John V. Stability of structures in two dimensions: Straight bars, frames, curved bars, and arches. Exchange Pub. Division, 1996.

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Florez-Lopez, Julio, and Maria Eugenia Marante. Fracture and damage mechanics for structural engineering of frames: State-of-the-art industrial applications. Edited by Picon Ricardo 1967-. Engineering Science Reference, an imprint of IGI Global, 2015.

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Lajos, Kollár. Analysis and design of space frames by the continuum method. Elsevier, 1985.

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Nunziante, L. The limit design of frames subjected to seismic loads ;with 324 tables for frame Limit Design. CUEN, 1988.

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Fanella, David Anthony. Structural load determination under 2006 IBC and ASCE/SEI 7-05. ICC Publications, 2008.

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Structural load determination under 2009 IBC and ASCE/SEI 7-05. 2nd ed. ICC Publications, 2009.

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Book chapters on the topic "Loads (Mechanics) Structural frames"

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Sossou, G. "Creep and shrinkage influence on pre-stressed concrete portal frames under service loads." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-254.

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Cain, Jack, and Ray Hulse. "Simple Structures (Loads and Reactions)." In Structural Mechanics. Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-10542-7_2.

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Hulse, Ray, and Jack Cain. "Simple Structures (Loads and Reactions)." In Structural Mechanics. Macmillan Education UK, 2000. http://dx.doi.org/10.1007/978-1-349-87760-7_2.

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Strømmen, Einar N. "Deformations of Beams, Trusses and Frames." In Structural Mechanics. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-44318-4_5.

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Strømmen, Einar N. "Moving Loads on Beams." In Springer Series in Solid and Structural Mechanics. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-01802-7_11.

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Hartmann, Friedel. "Continuous Beams, Trusses and Frames." In The Mathematical Foundation of Structural Mechanics. Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-82401-2_4.

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Liu, J., and X. Han. "Computational Inverse Procedure for Identification of Structural Dynamic Loads." In Computational Mechanics. Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-75999-7_123.

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Rusakov, A. I. "Movable Loads on a Beam." In Fundamentals of Structural Mechanics, Dynamics, and Stability. CRC Press, 2020. http://dx.doi.org/10.1201/9780429155291-4.

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Freddi, Alessandro, Giorgio Olmi, and Luca Cristofolini. "Local Stress Models for Variable Loads." In Springer Series in Solid and Structural Mechanics. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-06086-6_7.

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Freddi, Alessandro, Giorgio Olmi, and Luca Cristofolini. "Local Strain Models for Variable Loads." In Springer Series in Solid and Structural Mechanics. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-06086-6_8.

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Conference papers on the topic "Loads (Mechanics) Structural frames"

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Sakthivel, A. T., B. Remya ratan, C. Dr C. Natarajan, and D. Dr A. Raja Raman. "Vulnerability of infra-structural residential frames under extra-ordinary loads." In 10th World Congress on Computational Mechanics. Editora Edgard Blücher, 2014. http://dx.doi.org/10.5151/meceng-wccm2012-19799.

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Wang, Hui, Xuekang Gu, and Jinwei Shen. "The Equivalent Design Pressure of Ship Frame Structures Under Bottom Slamming Loads." In ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-58020.

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Two-dimensional model drop tests were carried out to investigate slamming phenomena of a flat-inclined ship bottom in different drop heights. The water-entry velocities of the model, slamming pressures on the bottom and the resultant dynamic strains in the structures were recorded and the characteristic of the loads and structural responses were analyzed. To deduce design pressures for the frame structures, structural responses of the model under evenly distributed static pressures were calculated with the finite element method. Then, the experimental and calculated responses of the structures

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Thota, Jagadeep, Mohamed B. Trabia, and Brendan J. O’Toole. "Simulation of Shock Response in a Lab-Scale Space Frame Structure Using Finite Element Analysis." In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-64353.

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Space frames are usually used to enhance the structural strength of a vehicle while reducing its overall weight. Impact loading is a critical factor when assessing the functionality of these frames. In order to properly design the space frame structure, it is important to predict the shocks moving through the members of the space frame. While performance of space frame structures under static loads in well-understood, research on space frame structures subjected to impact loading is minimal. In this research, a lab-scale space frame structure, comprising of hollow square members that are conne

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McColl, Chance C., and Massimo Ruzzene. "Analysis of Rotor Load Harmonic Composition and Load Transference Between Frames." In ASME 2013 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/detc2013-12323.

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Loads prediction for helicopters is more complex than that for fixed wing aircraft given that the aerodynamic forces that produce the air vehicle’s lift and moments are generated by rotating components (e.g., the main and tail rotors). This paper examines rotor load content as a function of harmonics of the rotor angular speed. Accurate rotor loads prediction is driven by a clear understanding of the underlying physics of the problem. This understanding is important for several reasons. First, additive effects of multiple load components fed from the rotating frame to the fixed frame influence

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Canfield, Shawn, and Budy D. Notohardjono. "Structural Analysis of High-End Server Computer Frames Under Earthquake Loading." In ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2917.

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This paper reports the mechanical design, structural analysis, and experimental correlation of bracing concepts for high-end computer servers subjected to loads simulating earthquake conditions. The development and evaluation of these stiffening alternatives follows a step-by-step process of finite element analysis coupled with parallel experimental testing. The numerical model is derived from the simplified CAD geometry of an existing server frame. An analysis of this frame model is subjected to a load environment similar to those endured under actual horizontal table vibration tests. The res

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Nakai, Tatsuro, Hisao Matsushita, and Norio Yamamoto. "Pitting Corrosion and Its Influence on Local Strength of Hull Structural Members." In ASME 2005 24th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2005. http://dx.doi.org/10.1115/omae2005-67025.

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The objective of this study is to obtain basic data for discussing the structural integrity of aged ships, especially hold frames of aged bulk carriers. Firstly, shapes of corrosion pits observed on hold frames of bulk carriers have been investigated. It was shown that the shape of the corrosion pits is a circular cone and the ratio of the diameter to the depth is in the range between 8 to 1 and 10 to 1. Secondly, a series of tensile tests has been conducted to investigate the effect of pitting corrosion on tensile strength. It was pointed out that the tensile strength decreases gradually and

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Bardanachvili, Carlos A., Alexandre M. Pope, Roberto O. Goulart, Lena L. Adelson, Luiz H. M. Alves, and Marcos Pereira. "Structural Integrity Assessment of Critical Components of Converted FPSO Hulls." In ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2004. http://dx.doi.org/10.1115/omae2004-51309.

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Conversion of very (ultra) large crude oil carriers (VLCC,ULCC) into floating production, storage and offloading (FPSO) offshore units has become a common practice in the industry. The conversion planning is complex and demands a careful assessment of the condition of the hull to be converted into a FPSO. The fatigue assessment is especially important at certain components that will experience cyclic loads above the originally allowed in the design of the VLCC (ULCC). A through fatigue assessment of two FPSOs that are now at the final stages of conversion was carried out using current class ru

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Abd El-Rahman, Mahmoud S., Khalid M. Abd El-Aziz, and Sayed M. Metwalli. "A Generalization of the Heuristic Gradient Projection for 2D and 3D Frame Optimization." In ASME 2017 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/imece2017-70560.

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This paper introduces a generalization of the heuristic gradient projection (HGP) method for solving 2D and 3D frames. The main objective is to minimize the frame weight by means of size, topology and shape optimization considering stress constraint activation. HGP can give a specific iterative equation for each element cross section and loading type and consequently reach the optimum solution in a relatively smaller number of iterations compared to general heuristic recursive equations. However, the solution of frames with combined loads applied on the elements might converge slowly or oscill

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Wang, Bo, Han-Chang Yu, and Roger Basu. "Ship and Ice Collision Modeling and Strength Evaluation of LNG Ship Structure." In ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57134.

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A collision model has been developed for nonlinear dynamic finite element analysis on an LNG ship and a crushable ice using commercial code DYTRAN. In this modeling, a global LNG ship model has been employed as a deformable body which follows the elastic-plastic constitutive model, and an ice floe has been modeled as a crushable body including material failure. The deformation and failure of the ship structure and the ice as well as the contact force at the contact area between the ship and the ice have been determined from collision simulations. For most ship-ice interaction scenarios, the ic

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Estefen, Tiago P., Daniel S. Werneck, and Segen F. Estefen. "Influence of the Geometric Imperfection on the Buckling Behavior of Floating Platform Column Under Axial Load." In ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29659.

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The present work focuses on the design of the new generation of semi-submersible platforms for oil&gas production offshore that is based on column square cross-sectional area. The platform column is based on an arrangement of stiffened flat panels having their ultimate strength characterized by buckling under in-plane compressive loading. Distortions induced by fabrication have considerable influence on the buckling behavior and are discussed in order to provide design recommendations. The aim of the paper is to study a segment of the column structural arrangement between robust transverse

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Reports on the topic "Loads (Mechanics) Structural frames"

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STUDY ON FORCE MECHANISM OF CABLE-TRUSS FRAME AND JUMPED LAYOUT OF ANNULAR CROSSED CABLE-TRUSS STRUCTURE. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.3.

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A new type of cable-strut tension structure named Annular Crossed Cable-truss Structure(ACCTS) comprises a series of planar cable-truss frames crossed each other. To investigate the force mechanism of ACCTS, a cable-truss frame model with 2-bar and 6-cable has been developed, and its initial stiffness formula has been derived as well. The model is further simplified to make it is upper and lower vector heights equal, and then the initial stiffness formula and the critical slack load formula are further deduced. Based on ANSYS software and cable-truss frame with a span of 60m, the influences of

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