Relevant bibliographies by topics / Box section

Contents

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

Academic literature on the topic 'Box section'

Author: Grafiati
Published: 28 May 2022
Last updated: 30 July 2025

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Journal articles on the topic "Box section"

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Lee, M. M. K., T. Pine, and T. B. Jones. "Automotive box section design under torsion: Part 1: Finite element modelling strategy." Proceedings of the Institution of Mechanical Engineers, Part D: Journal of Automobile Engineering 214, no. 4 (2000): 347–59. http://dx.doi.org/10.1243/0954407001527673.

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Behaviour under torsion is an important performance-related property of automotive box sections. A previous experimental study has identified joining technique, section thickness and section area as the major influencing factors on the torsional behaviour of box hat sections. Using these test results as the basis, a finite element modelling strategy that can simulate the behaviour of adhesively bonded and spot-welded automotive box sections subjected to torsion is presented. The numerical study investigated the effects of material representation, mesh density and layout, and joining technique
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Deepak, MS, and VM Shanthi. "Section bending resistance of new Hybrid Double-I-Box Beams." Advances in Structural Engineering 21, no. 11 (2018): 1676–95. http://dx.doi.org/10.1177/1369433217753938.

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This article contains original works of testing and numerical validation on section bending resistance of new innovative built-up thin-walled metal Hybrid Double-I-Box Beam sections when subjected to local buckling. The cross section of Hybrid Double-I-Box Beam section is distinctive, which has advantages of both an ‘I’ section and a closed-box section. A total of 24 sections in three series that includes 8 homogeneous sections and 16 hybrid sections were tested under four-point bending. The varying parameters considered in the test specimens were as follows: first, hybrid parameter ratio, tha
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Li, Yun Yu, Yan Lei Wang, and Jin Ping Ou. "Performance Analysis of GFRP/Steel Composite Box Beams." Applied Mechanics and Materials 166-169 (May 2012): 716–19. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.716.

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To overcome the inadequacy such as the low stiffness, the weak shear capacity, brittle failure and the big initial cost in all FRP box beam, and to make use of the benefits of steel such as the high stiffness, the strong shear capacity, good ductility and the low cost, a new type of GFRP/steel composite box beam was proposed. A given GFRP box beam was used to investigate the effects of adding steel volume ratio (the ratio of steel volume to the total volume in the adding section) on the performance of the GFRP box beam by theoretical calculation, and the adding sections of steel plates for GFR
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Yuslinda, Yuslinda, and Cut Meuthia Rani. "COMPARASION PLASTIC BEHAVIOR OF BOX GRIDER BRIDGE WITH MULTIPLE BOX AND CELLULAR BOX CROSS SECTIONS." Jurnal Teknik Sipil 24, no. 1 (2024): 873. http://dx.doi.org/10.26418/jts.v24i1.76313.

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This study compares plastic deformation behavior in box girder bridges with multiple boxes and cellular box cross-sections. The cross-section's shape significantly influences the girder's post-yield behavior despite being designed to have the exact yield moment. Steel's stress-strain relationship undergoes linear behavior until the yield stress is reached, followed by strain hardening. This study aims to assess the impact of strain hardening on the plastic behavior of girder box bridges.Two types of box girder sections, multiple box and cellular box, are designed with equivalent yield moments.
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Li, Jinhua, Zhan Quan, Yao Zhang, Liyuan Cao, and Chunxiang Li. "Computational Fluid Dynamics Based Kriging Prediction on Flutter Derivatives of Flat Steel Box Girders." Symmetry 14, no. 7 (2022): 1304. http://dx.doi.org/10.3390/sym14071304.

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An investigation on the flutter derivative prediction of flat steel box girders is carried out based on CFD simulations. Firstly, by taking the flat steel girder section of Qingshan Yangtze River Bridge as the basic section and considering its width and height as the design variables of cross-section shape, the design domain of cross-section shape is defined by controlling the possible variation range of cross-section design variables. A small number of cross-sections are selected for the calculation of aerodynamic forces by CFD simulations. Secondly, according to the aerodynamic lift and mome
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Wu, Sheng. "Mechanical Properties of New Type Cold-Formed Steel Box-Shaped Component Welding Section Members." Applied Mechanics and Materials 351-352 (August 2013): 601–9. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.601.

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Cold-formed steel box-shaped section has the special features in both its mass center and moment center unification as double symmetry section and its outstanding advantage in moment and torsion rigidity. This paper presents a new kind of cold-formed steel box-shaped component welding sections, that is flanges opposite welding box-shaped component section DS. The mechanical properties such as buckling modes, load carrying capacity, rigidity, ductility and correlation curves of new section members which are subjected to axial compression, flexure, combined compression and bending have been anal
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Xie, Jia Li, Cun Ming Ma, Chun Xu Lei, and Qing Song Duan. "Research on Wind-Resistant Capability of Two Common Section Forms for Long Span Bridges." Applied Mechanics and Materials 438-439 (October 2013): 930–34. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.930.

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Long span bridges have two main section forms including streamlined closed steel box girder and twin steel box girder. In order to compare the wind-resistant capacity, the finite element software ANSYS is adopted to establish the calculation structural models of Third Bosphorus Bridge respectively with two kinds of sections in the same width. According to the analysis of the wind-induced internal force and the flutter stability, the respective advantages of the two section forms in terms of wind-resistant capability are discussed. The analysis results could be used as reference in the section
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Handhal, Mohammed M., Ali W. Abdulghani, and Montaqa M. Al-Haydary. "Structural Behavior of Steel Reinforced Concrete Joint Under Flexural Loads." Civil Engineering Journal 9, no. 3 (2023): 714–30. http://dx.doi.org/10.28991/cej-2023-09-03-015.

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This research investigates the behavior of RC beam column joints reinforced with steel sections. The study deals with the strengthening of RC joints by different steel sections. The investigation included a theoretical analysis through a performing of simulation of beam-column joints laced with steel sections by using FEA. Implementation of the parametric study included reinforcing the concrete beam with steel sections in many configurations. Shapes and length were the most variables in this study, and many shapes were used, such as I-section, box section, and plates, beside the concrete compr
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Aziz, Ali, and Oday Hashim. "Torsional strength evaluation of reinforced SCC box beams strengthened internally by opened and closed transverse concrete diaphragms." MATEC Web of Conferences 162 (2018): 04009. http://dx.doi.org/10.1051/matecconf/201816204009.

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There are a few researches about box (hollow core) RC beams under the effect of torque moment; therefore, a torsional failure mechanism is not understood well. In the present paper, the concept (technique) of adding internal concrete diaphragms, in transverse direction, is adopted. Six self-compacting concrete beam specimens having a dimension of (2200x220x350mm) for length, width and height, respectively were poured and tested. Three variables are adopted in the present study, section type, number and type of the internal diaphragms. Experimental results show that the ultimate torque moment i
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Brzezińska, K., and A. Szychowski. "Stability and Resistance of Steel Continuous Beams with Thin-Walled Box Sections." Archives of Civil Engineering 64, no. 4 (2018): 123–43. http://dx.doi.org/10.2478/ace-2018-0048.

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AbstractThe issues of local stability and ultimate resistance of a continuous beam with thin-walled box section (Class 4) were reduced to the analysis of the local buckling of bilaterally elastically restrained internal plate of the compression flange at longitudinal stress variation. Critical stress of the local buckling was determined using the so-called Critical Plate Method (CPM). In the method, the effect of the elastic restraint of the component walls of the bar section and the effect of longitudinal stress variation that results from varying distribution of bending moments were taken in
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Dissertations / Theses on the topic "Box section"

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France, John Edward. "Bolted connections between open section beams and box columns." Thesis, University of Sheffield, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.731967.

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Kermani, B. "Single cell box girder bridges of deformable cross-section." Thesis, University of Bristol, 1988. http://hdl.handle.net/1983/515e0dcd-3c7d-41d0-b8c9-e465ed073a51.

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Sarde, Deepti R. "Thermal/fluid characteristics of elliptic cross-section filament box-lattices as heat exchanger surfaces." abstract and full text PDF (free order & download UNR users only), 2006. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1436470.

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Al-Zubaidi, Jumana. "An experimental study of the vortex-induced vibration of a slender box-girder bridge deck section." Thesis, Imperial College London, 2017. http://hdl.handle.net/10044/1/59073.

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This thesis examines the vortex-induced vibration (VIV) of a very slender box-girder bridge deck section. In particular, the dependance of the response and excitation mechanism on the geometry of the bottom knuckles is investigated. This study extends previous research into VIV of bridge decks by considering a very slender box-girder with chord to depth ratio of 11.2. To the best of the author's knowledge, this study is the first to investigate experimentally the VIV of such a slender section. The behaviour of a slender box-girder in VIV was investigated experimentally, using small-scale physi
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Gaillemard, Christelle. "Modelling the Moisture Content of Multi-Ply Paperboard in the Paper Machine Drying Section." Licentiate thesis, Stockholm : Department of Mathematics, Royal Institute of Technology, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3903.

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Retief, F. J. "An investigation into the usefulness of a method of analysis for straight, uniform-section, box-girder bridge decks with side cantilevers." Master's thesis, University of Cape Town, 1991. http://hdl.handle.net/11427/8450.

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Bibliography: leaf 110.<br>Maisel and Ro11, in a technical report for the London Cement and Concrete Association, proposed a method of analysis, in the form of an extension of simple beam theory, which is suitable for application to straight, rectangular, single-cell, uniform-section concrete box-girder bridge-decks with side cantilevers. This method only requires a calculator for execution and if a computer is used, results for maximum stresses may be obtained almost immediately. The authors state that since their method does not discretize the structure as in the case of finite element metho
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Sjöstrand, Björn. "Dewatering aspects at the forming section of the paper machine : Rewetting and forming fabric structure." Licentiate thesis, Karlstads universitet, Institutionen för ingenjörs- och kemivetenskaper (from 2013), 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kau:diva-47640.

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The underlying motives of the research undertaken here are twofold: to obtain a deeper understanding of the dewatering mechanisms at the forming section of a papermaking machine and to develop numerical models that describe the flow through forming fabrics. More comprehensive knowledge of dewatering in the forming section allows suggestions to be made for improvements that reduce the amount of energy used in the process without affecting the quality of the end product.   The objective of this thesis is to answer the following questions: How and why does rewetting occur at the high vacuum sucti
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Gai, Xian. "Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction." Thesis, University of Bath, 2012. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617.

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The concept of stay-in-place (SIP) structural formwork has the potential to simplify and accelerate the construction process to a great extent. Fibre-reinforced polymer (FRP) SIP structural formwork offers further potential benefits over existing formwork systems in terms of ease and speed of construction, improved site safety and reduced long-term maintenance in corrosive environments. However, it is not without its limitations, including primarily the possibility of a lack of ductility, which is a key concern regarding the use of FRP structural formwork in practice. This thesis presents the
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Hou, Chuanchuan. "Vibration-based damage identification with enhanced frequency dataset and a cracked beam element model." Thesis, University of Edinburgh, 2016. http://hdl.handle.net/1842/20434.

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Damage identification is an important topic in structural assessment and structural health monitoring (SHM). Vibration-based identification techniques use modal data to identify the existence, location and severity of possible damages in structures, often via a numerical model updating procedure. Among other factors influencing the practicality and reliability of a damage identification approach, two are of primary interest to this study. The first one concerns the amount and quality of modal data that can be used as ‘response’ data for the model updating. It is generally recognised that natur
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Беловол, В. О., Василь Анатолійович Смірнов, Василий Анатольевич Смирнов та Vasyl Anatoliiovych Smirnov. "Рассмотрение задач прочности и жёсткости при деформации поперечного изгиба с учётом теории обучения". Thesis, Сумский государственный университет, 2015. http://essuir.sumdu.edu.ua/handle/123456789/39900.

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Теория обучения, т.е. дидактика, должна ответить на два главных вопроса: чему учить и как учить. Рассматривая первый вопрос с учётом задачи прочности, вводилось понятие о расчётной схеме и её преобразования из конструктивной. Заменяя связи: шарнирно-подвижную и неподвижную опоры на реакции V,H изучался принцип освобождаемости от связей. С учётом составления трёх независимых уравнений статики отмечалось, что данная балка относится к плоской системе произвольно расположенных сил.
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Books on the topic "Box section"

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1970-, Walkem Ardith, and Bruce Halie 1963-, eds. Box of treasures or empty box?: Twenty years of Section 35. Theytus Books, 2003.

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Osterman, Lisa E. Benthic foraminiferal census data from box cores collected on Arctic Ocean Section (AOS) cruise of the USCGC Polar Sea (1994). U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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Osterman, Lisa E. Benthic foraminiferal census data from box cores collected on Arctic Ocean Section (AOS) cruise of the USCGC Polar Sea (1994). U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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Osterman, Lisa E. Benthic foraminiferal census data from box cores collected on Arctic Ocean Section (AOS) cruise of the USCGC Polar Sea (1994). U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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Geological Survey (U.S.), ed. STABLE ISOTOPE DATA AND AMS 14C DATES FROM ARCTIC OCEAN SECTION 1994 SURFACE SEDIMENT TRANSECT AND BOX CORE SAMPLES FROM THE MENDELEYEV RIDG. s.n., 2000.

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Poore, Richard Z. Stable isotope data and AMS ¹⁴C dates from Arctic Ocean Section 1994 surface sediment transect and box core samples from the Mendeleyev Ridge area. U.S. Dept. of the Interior, U.S. Geological Survey, 1999.

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Thomas, Platz, ed. ARM: Arm rehabilitation measurement: manual for performance and scoring of the Fugl-Meyer test (arm section), Action Research Arm test and the Box-and-Block test. Deutscher Wissenschafts-Verlag, 2005.

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Verdi, Bob. The Bob Verdi collection. Taylor Pub. Co., 1988.

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Vosjoli, Philippe De. The general care and maintenance of box turtles: Including sections on Chinese and Malayan box turtles. Advanced Vivarium Systems, 1991.

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American Society of Civil Engineers., ed. Standard practice for direct design of buried precast concrete box sections. American Society of Civil Engineers, 2000.

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Book chapters on the topic "Box section"

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Liu, Jun, Zhufeng Yue, Xiaoliang Geng, Shifeng Wen, and Wuzhu Yan. "Fatigue Test and Analysis of Box Section." In Long-Life Design and Test Technology of Typical Aircraft Structures. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8399-0_7.

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Xue, Zhi-Wu, and Qiang Guo. "Bridge Comparison of Erection Solutions for Steel Box Girders Spanning from Anchorage in the Sea on Shenzhen-Zhongshan Bridge." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_32.

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AbstractThe non-navigable hole bridge in the east and west flooding area of the Shenzhen-Zhongshan Bridge 110 m continuous steel box girder system, each with 2 holes of steel box girders spanning the Lingdingyang Bridge sea anchor, which is affected by the anchor and the subsidiary structure, and its installation is difficult. In view of the characteristics of the project, three installation solutions were proposed: large section lifting, small section incremental launching and large section incremental launching. Combined with the comparative analysis of construction efficiency, temporary str
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Bagnasco, Anna Maria. "Trends in the Italian Movie Sector: Evidence from Box Office Performances." In Advances in Cross-Section Data Methods in Applied Economic Research. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-38253-7_34.

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Yang, Man. "The Design of Car’s Crash Box Based on the Section Force." In Lecture Notes in Electrical Engineering. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-33805-2_6.

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Gidday, Bisrat Gissila, and Biruk Gissila Gidday. "Evaluating the Performance of Reinforced Unpaved Roads Using Plate Load Tests." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_48.

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AbstractThis study presents the strength of geosynthetic-reinforced unpaved road sections over soft subgrade utilizing plate load Test through a rectangular model box. Geotextile, geogrid, and geonet were used as a reinforcing component. The bearing capacity determined by the plate load test from the laboratory was compared with an analytical solution. The primary objective behind the reinforcement is to decrease the structural section without changing the traffic capacity and to increase the durability of the pavement. The test results showed the implications of a geosynthetic position on the
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Tan, Yiping, and Dajian Han. "A Study on Temperature Distribution in a Cross Section of Concrete Box Girder Bridge." In Computational Methods in Engineering & Science. Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/978-3-540-48260-4_132.

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Yang, Jinbo, and Nanhong Ding. "Research on Shear Lag Effect of Curved Box Girder with Cantilever Plate Variable Width Section." In Sustainable Civil Infrastructures. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-76102-7_12.

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Santana, M., S. Merino, and J. Estaire. "Pressure cell results for a ballasted railway track section tested in the CEDEX Track Box." In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. CRC Press, 2024. http://dx.doi.org/10.1201/9781003431749-507.

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Shu, Xin, Guohua Li, and Jun Dong. "Hamiltonian-Jacobi Equation for Torsional Problems of Corrugated Steel Web Box Girders." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_71.

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AbstractDue to the use of corrugated steel plate in the web, the torsional performance of the beam body will be weakened to a certain extent. In this paper, the Hamiltonian-Jacobian equation is used to analyze the torsion of the corrugated steel web composite box girder. The Lagrangian function of the system is obtained by taking the warping function and the relative torsion angle of the cross-section as the two generalized coordinates, and the Hamiltonian-Jacobian equation for the torsion problem is established by using the regular transformation. The accuracy of the proposed method is verifi
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Sobajima, K., J. Nie, T. Miyashita, S. Okada, N. Takeshima, and K. Ono. "An Experimental Study on Local Buckling Strength of Welded Box Section Stub-Columns Made of SBHS400." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_131.

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Conference papers on the topic "Box section"

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D’Ingillo, Rocco, Andrea D’Amico, Renato Ambrosone, Stefano Straullu, Francesco Aquilino, and Vittorio Curri. "Enhancing Optical Multiplex Section QoT Estimation Using Scalable Gray-box DNN." In 2024 IEEE Photonics Conference (IPC). IEEE, 2024. https://doi.org/10.1109/ipc60965.2024.10799669.

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Tang, Runfeng, Yuhan Zhang, Xiaowen Wang, and Wei He. "A Design of Bridge with Combined U-Box Section Girder and Its Carbon Emission Evaluation." 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.2025.0776.

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&lt;p&gt;Based on the proposed scheme of the bridge of Jieyang-Huilai Railway overpassing Meizhou- Shantou High-speed Railway, a 2×72m continuous beam bridge with combined U-Box section Ultra- high performance concrete (UHPC) girder, which was evaluated carbon emission, was designed. To quantitatively assess the carbon emission advantages of the design compared with the proposed scheme utilizing normal concrete (NC), life cycle assessment (LCA) method was employed in quantitatively analyzing this design and the proposed scheme. The comparative research findings indicated that the total carbon
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Tanaka, Yasushi, Takumi Daikaiji, Ayato Yuhara, and Shizuka Terao. "Corrosion Inspection of PC Box Girder Bridge and its Residual Structural Performance." 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.2025.2754.

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&lt;p&gt;The load carrying capacity of the box girder bridge with advanced corrosion due to salt damage was estimated from the visual inspection results of cross section during demolition work. Fiber analysis was carried out to simulate the residual structural performance. The influence of corrosion was considered by reducing mechanical properties such as yield stress in constitutive model. Then, numerical results were validated with loading test results done before demolition work. As a result, numerical result coincided with loading test results. This result implies that we are able to estim
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Mitchell, William J. "Cathodic Protection of Condenser Water Boxes and Circulating Water Piping." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89402.

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Abstract At an east coast utility an 1100 MW nuclear plant has a condenser system consisting of bare carbon steel tube sheet, water box, inlet piping, outlet piping, and crossover piping. The tubes are Admiralty and stainless steel. The circulating water is fresh water utilizing a cooling tower. Significant corrosion rates on the carbon steel tube sheet resulted in a decision to install cathodic protection during the first refueling outage. The system as designed and installed consists of 520 platinized niobium anodes (approximately 16 anodes per water box), 36 zinc reference electrodes and 16
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Romo, José, Luis Matute, Oscar Alonso, et al. "Widening and Replacement Project of the Deck Cross-Section and Cables of the Centenario Bridge in Seville (Spain)." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0369.

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&lt;p&gt;The “Centenario” bridge is a critical infrastructure for mobility in Seville (Spain). The project addresses the replacement of the 88 stay cables of the bridge, which after 30 years of operation show signs of deterioration, for new stay cables with the most modern technology. The new stay cables are installed outside the current section, by means of the lateral widening of the pylons and the incorporation of a steel structure under the current deck to transfer the loads to the new cables. The steel structure consists of a series of transverse steel ribs under the current deck at the s
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Hegade, Prakash, and Dhananjay Kalburgi. "PD-Box: A People Place Data Box for Processing Engine Anatomy." In 2023 2nd Edition of IEEE Delhi Section Flagship Conference (DELCON). IEEE, 2023. http://dx.doi.org/10.1109/delcon57910.2023.10127379.

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Tendolkar, Atharv, Amit Choraria, Arjun Hariharan, and M. M. Manohara Pai. "A DifferentialDrive Bot named Box-I-Bot withIntelligent Routing Infrastructure for remoteinventory monitoring in warehouses." In 2021 IEEE Mysore Sub Section International Conference (MysuruCon). IEEE, 2021. http://dx.doi.org/10.1109/mysurucon52639.2021.9641720.

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MingxiaZhang, Xubo Wei, and Shuanglin Yuan. "Compact box-section bandpass filter with enhanced stopband characteristics." In 2013 International Workshop on Microwave and Millimeter Wave Circuits and System Technology (MMWCST). IEEE, 2013. http://dx.doi.org/10.1109/mmwcst.2013.6814624.

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Bautista, Sophia, Connor Astran, and Robyn Mieko Dahl. "A MINERALOGICAL ANALYTICAL INVESTIGATION OF THE BOX SPRINGS MOUNTAINS." In 112th Annual GSA Cordilleran Section Meeting. Geological Society of America, 2016. http://dx.doi.org/10.1130/abs/2016cd-274196.

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Xu, Dong, Qinlong Jia, Haili Jiang, and Yongxue Jin. "Stress Indicators - A Complete Checking System of Stresses for Box Section." In IABSE Symposium, Istanbul 2023: Long Span Bridges. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/istanbul.2023.1003.

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&lt;p&gt;The Box section has complicated mechanical behavior under loads, including in-plane and out-of-plane stresses in each slab of box components. Traditional checking stresses originated from simple open sections, such as rectangular, T and I sections, featured by normal stresses at extreme fibers and shear stress in the web. For statically indeterminate box sections, cracks found in the outside surface of the web were much different from those found inside the web. This means that the stress indicator for the outside surface of the web should be different from the stress indicator for th
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Reports on the topic "Box section"

1

Zhang, Ziqian, and Gang Shi. EXPERIMENTAL STUDY ON BOX-T HYBRID SECTION COLUMNS UNDER COMPRESSION. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.047.

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Kleber, Emily J., Greg M. McDonald, W. Adolph Yonkee, and Elizabegth Balgord Balgord. Interim Geologic Map of the Plain City Southwest 7.5' Quadrangle, Weber and Box Elder Counties, Utah. Utah Geological Survey, 2024. http://dx.doi.org/10.34191/ofr-765.

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The Plain City Southwest (SW) and Ogden Bay 7.5′ quadrangles are in Weber, Box Elder, and Davis Counties. The quadrangles include parts of the communities of Hooper, Warren, and Reese, the Harold Crane Waterfowl Management Area, several waterfowl wetlands, as well as the southwestern corner of Willard Bay Reservoir. The North Fork and South Fork of the Weber River f low south into the Ogden Bay Wildlife Management Area at the edge of Great Salt Lake. The northwestern part of the Ogden Bay quadrangle and the southwestern part of the Plain City SW quadrangle contain most of Little Mountain, a sm
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Chronopoulos, Ilias, Katerina Chrysikou, George Kapetanios, James Mitchell, and Aristeidis Raftapostolos. Deep Neural Network Estimation in Panel Data Models. Federal Reserve Bank of Cleveland, 2023. http://dx.doi.org/10.26509/frbc-wp-202315.

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In this paper we study neural networks and their approximating power in panel data models. We provide asymptotic guarantees on deep feed-forward neural network estimation of the conditional mean, building on the work of Farrell et al. (2021), and explore latent patterns in the cross-section. We use the proposed estimators to forecast the progression of new COVID-19 cases across the G7 countries during the pandemic. We find significant forecasting gains over both linear panel and nonlinear time-series models. Containment or lockdown policies, as instigated at the national level by governments,
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4

Brambley, Michael R., Nicholas Fernandez, Weimin Wang, et al. Final Project Report: Self-Correcting Controls for VAV System Faults Filter/Fan/Coil and VAV Box Sections. Office of Scientific and Technical Information (OSTI), 2011. http://dx.doi.org/10.2172/1032697.

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Kleber, Emily J., Greg M. McDonald, W. Adolph Yonkee, and Elizabegth Balgord. Interim Geologic Map of the Ogden Bay 7.5' Quadrangle, Weber and Davis Counties, Utah. Utah Geological Survey, 2024. http://dx.doi.org/10.34191/ofr-766.

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The Plain City Southwest (SW) and Ogden Bay 7.5′ quadrangles are in Weber, Box Elder, and Davis Counties. The quadrangles include parts of the communities of Hooper, Warren, and Reese, the Harold Crane Waterfowl Management Area, several waterfowl wetlands, as well as the southwestern corner of Willard Bay Reservoir. The North Fork and South Fork of the Weber River f low south into the Ogden Bay Wildlife Management Area at the edge of Great Salt Lake. The northwestern part of the Ogden Bay quadrangle and the southwestern part of the Plain City SW quadrangle contain most of Little Mountain, a sm
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6

Nakazawa, Yoshiaki, Kenji Tamura, Michitaka Yoshida, Katsutoshi Takagi, and Mitsutoshi Kano. Development of CR-BOX With Excellent Capability for Energy Absorption (First Report)~Effect of Cross-Sectional Shape on Axial Collapse Deformation. SAE International, 2005. http://dx.doi.org/10.4271/2005-08-0125.

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Kayser, Olivier, Lucie Klarsfeld, and Simon Brossard. The Broadband Effect: Enhancing Market-based Solutions for the Base of the Pyramid (Executive Summary). Inter-American Development Bank, 2014. http://dx.doi.org/10.18235/0005988.

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Broadband has a potential impact on the base of the pyramid (BOP), a segment of the population previously excluded from markets, and which lacks access to quality goods and services. Broadband facilitates the development of new business models that are more effective and efficient in terms of accessing, creating, and distributing goods and services to the BOP. A variety of private-sector-led broadband initiatives involving the BOP around the world have demonstrated profitability, while also providing social and economic returns along the value chain. Without the use of such technology, these s
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Kayser, Olivier, Lucie Klarsfeld, and Simon Brossard. The Broadband Effect: Enhancing Market-based Solutions for the Base of the Pyramid. Inter-American Development Bank, 2014. http://dx.doi.org/10.18235/0005987.

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Broadband has a potential impact on the base of the pyramid (BOP), a segment of the population previously excluded from markets, and which lacks access to quality goods and services. Broadband facilitates the development of new business models that are more effective and efficient in terms of accessing, creating, and distributing goods and services to the BOP. A variety of private-sector-led broadband initiatives involving the BOP around the world have demonstrated profitability, while also providing social and economic returns along the value chain. Without the use of such technology, these s
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Sheehy, Robert, Remy Cohen, Javier Freixas, and José Antonio Trujillo del Valle. Infrastructure Financing with Unbundled Mechanisms. Inter-American Development Bank, 1997. http://dx.doi.org/10.18235/0008893.

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This paper discusses the radical change of the role of the public sector in the financing of infrastructure projects during the nineties. The generalized response to the new environment has taken the form of arrangements in which private initiative is empowered to construct and finance the projects, retaining their ownership temporarily. These arrangements, which are referred to as Build-Lease-Transfer (BLT) and Build-Operate-Transfer (BOT), respectively, have proved to be an efficient approach to develop infrastructure that the public sector by itself could not undertake. The authors argue th
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Snijder, Mieke, Marina Apgar, Jiniya Afroze, et al. Opening the Black Box of Participatory Action Research in Response to the Worst Forms of Child Labour in Nepal and Bangladesh. Institute of Development Studies, 2024. http://dx.doi.org/10.19088/clarissa.2024.009.

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How, for whom, and under what conditions does Participatory Action Research (PAR) generate innovation to tackle the drivers of the worst forms of child labour (WFCL)? This paper presents the findings of a realist evaluation that investigated how PAR groups facilitated children who work in exploitative and harmful labour and business owners in the leather industry in Bangladesh and the adult entertainment sector in Nepal to generate innovative actions. These PAR groups were facilitated over a period of 18 months to two years by non-governmental organisation professionals trained in PAR approach
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