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Artykuły w czasopismach na temat "Girders"
Shawky, Wael, i Ghaidaa Nabil. "Experimental and numerical study for the post buckling behaviour of plate girders subjected to bending and shear". MATEC Web of Conferences 162 (2018): 04027. http://dx.doi.org/10.1051/matecconf/201816204027.
Pełny tekst źródłaEzzeldin Yazeed Sayed-Ahmed. "Design aspects of steel I-girders with corrugated steel webs". Electronic Journal of Structural Engineering 7 (1.06.2007): 27–40. http://dx.doi.org/10.56748/ejse.772.
Pełny tekst źródłaAlmoosi, Y., i N. Oukaili. "The Response of a Highly Skewed Steel I-Girder Bridge with Different Cross-Frame Connections". Engineering, Technology & Applied Science Research 11, nr 4 (21.08.2021): 7349–57. http://dx.doi.org/10.48084/etasr.4137.
Pełny tekst źródłaZhao, Hang, i Bassem Andrawes. "Experimental Testing and Strut-and-Tie Modeling of Full-Scale Precast Concrete Girders with FRP Repaired End Regions". Applied Sciences 10, nr 17 (22.08.2020): 5822. http://dx.doi.org/10.3390/app10175822.
Pełny tekst źródłaNguyen, Hue Thi, Hiroshi Masuya, Tuan Minh Ha, Saiji Fukada, Daishin Hanaoka, Kazuhiro Kobayashi i Eiji Koida. "Long-term Application of Carbon Fiber Composite Cable Tendon in the Prestressed Concrete Bridge-Shinmiya Bridge in Japan". MATEC Web of Conferences 206 (2018): 02011. http://dx.doi.org/10.1051/matecconf/201820602011.
Pełny tekst źródłaAlotaibi, Emran, Nadia Nassif, Mohamad Alhalabi, Humam Al Sebai i Samer Barakat. "Numerical investigation on redundancy of bridges with AASHTO I-girders". Bridge Structures 17, nr 1-2 (11.06.2021): 41–50. http://dx.doi.org/10.3233/brs-210187.
Pełny tekst źródłaHamood, Mohammed, Wael AbdulSahib i Ali Abdullah. "The effectiveness of CFRP strengthening of steel plate girders with web opening subjected to shear". MATEC Web of Conferences 162 (2018): 04012. http://dx.doi.org/10.1051/matecconf/201816204012.
Pełny tekst źródłaMochizuki, Hidetsugu, Katsuhiko Hanada, Tomokazu Nakagawa, Youji Hanawa, Ichiro Yamagiwa, Katsunori Yasuda, Yozo Fujino i Masatsugu Nagai. "Design and Construction of a Cable-Trussed Girder Bridge". Transportation Research Record: Journal of the Transportation Research Board 1696, nr 1 (styczeń 2000): 293–98. http://dx.doi.org/10.3141/1696-30.
Pełny tekst źródłaNaser, Mohannad, i Venkatesh Kodur. "Response of fire exposed composite girders under dominant flexural and shear loading". Journal of Structural Fire Engineering 9, nr 2 (11.06.2018): 108–25. http://dx.doi.org/10.1108/jsfe-01-2017-0022.
Pełny tekst źródłaSami Malik, Hawraa, i David A. M. Jawad. "Parametric Study of the Intermediate External Bracing System of Composite Steel Box Girder Bridges". Basrah journal of engineering science 21, nr 1 (1.02.2021): 56–60. http://dx.doi.org/10.33971/bjes.21.1.8.
Pełny tekst źródłaRozprawy doktorskie na temat "Girders"
Zaoui, Ahlem. "Finite element modeling of post-tensioned box girder bridges". Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/20196.
Pełny tekst źródłaGhose, Dhrubajyoti. "Finite element formulation of a thin-walled beam with improved response to warping restraint". Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-12052009-020042/.
Pełny tekst źródłaBurrell, Geoffrey Scott. "Distortional buckling in steel I-girders". Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 143 p, 2007. http://proquest.umi.com/pqdweb?did=1338867451&sid=1&Fmt=2&clientId=8331&RQT=309&VName=PQD.
Pełny tekst źródłaCordahi, Irene A. "Reliability of corroded steel bridge girders". Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/34600.
Pełny tekst źródłaIncludes bibliographical references (leaves 39-40).
Corrosion is one of the main causes of deterioration of bridges. Structures exposed to harsh environmental conditions are subjected to time-variant changes of their load-carrying capacity. Thus, there is a need for an evaluation to accurately assess the actual condition and predict the remaining life of a structure. System reliability can be used as an efficient tool in evaluation of existing structures. The traditional approach is based on the consideration of individual components rather than the system as a whole. However, it has been observed that the load-carrying capacity of the whole system often is much larger than what is determined by the design of components. Quantification of this difference is the scope of this study.
by Irene A. Cordahi.
M.Eng.
Piotter, Jason Matthew. "Longitudinal Slab Splitting in Composite Girders". Thesis, Virginia Tech, 2001. http://hdl.handle.net/10919/31765.
Pełny tekst źródłaMaster of Science
Kabani, Matongo. "The behaviour of curved hybrid girders". Master's thesis, University of Cape Town, 2008. http://hdl.handle.net/11427/18997.
Pełny tekst źródłaCurved girders are used in bridges to fit predefined alignment. Hybrid girders are an innovative use of high strength steel enabling optimising moment capacity. Previous studies of curvature and hybrid girder effects have been disjointed, focusing on curved homogeneous girders and straight hybrid girders. There are no generally accepted curved girder equations and this has implications in the study of curved hybrid girders since the hybrid effects become apparent in the inelastic range. Furthermore, the range of radius to span ratio where available analytical procedures can be applied is not known. A total of 48 girders are investigated, 12 of which are straight. The girders are all simply supported, un-braced and loaded at midspan. The load-deflection behaviour of curved hybrid girders is investigated. Stress plots of the girders are obtained at ultimate load. The radius to span ratio is varied from 5 to 50 for 5m span girders and from 5 to 30 for 8m span girders. Three steel grades are used to obtain hybrid girder configurations, with higher yield steel always used in the flanges. The web-flange yield steel combinations used are 350MPa/460MPa, 350MPa/690MPa and 460MPa/ 690MPa. A finite element model using ADINA version 8.4 is used to investigate curved girder behaviour. The collapse analysis option is used to trace behaviour as the load is incremented automatically to a prescribed displacement. Available experimental data is used to check the validity of the modeling assumptions. The presence of curvature radically modifies a girder's load pattern by causing additional lateral bending moments. Lateral bending moments reduce the vertical load carrying capacity of a girder and cause the flanges to be unequally stressed. For the girder and spans investigated, there is a reduction of 57% in ultimate load for radius to span ratio (R/L) of 5 compared to a straight girder of similar proportions and span. The effects of curvature reduce as R/L increases and this is observed in the 5m homogeneous girder with R/L of 50 which attained more than 91% of the straight girder load capacity. The 8m girder with R/1 of 30 attained more than 83% of the equivalent straight load girder capacity. The hybrid girders investigated had load-deflection curves close to corresponding homogeneous girders with flange steel grade, reaching more than 97% of the ultimate load capacity of reference homogeneous girders. The hybrid factors as proposed in the simplified design procedure are adequate and can be applied to analytical equations that predict curved homogeneous girder loads. The available analytical equations give conservative loads for both hybrid and homogeneous girders compared to the finite element method when R/1 is 5 and are unconservative for higher rations.
Lam, Hin Chung. "The analysis of aluminium plate girders". Thesis, Cardiff University, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.603501.
Pełny tekst źródłaAngomas, Franklin B. "Behavior of Prestressed Concrete Bridge Girders". DigitalCommons@USU, 2009. https://digitalcommons.usu.edu/etd/405.
Pełny tekst źródłaEl, Metwally Ahmed Salah. "Prestressed composite girders with corrugated steel webs". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0006/MQ38626.pdf.
Pełny tekst źródłaBurt, C. A. "The ultimate strength of aluminium plate girders". Thesis, Bucks New University, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.376618.
Pełny tekst źródłaKsiążki na temat "Girders"
Mohamed Nazri, Fadzli, Mohd Azrulfitri Mohd Yusof i Moustafa Kassem. Precast Segmental Box Girders. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11984-3.
Pełny tekst źródłaLawson, R. M. Design of stub girders. Ascot: Steel Construction Institute, 1993.
Znajdź pełny tekst źródłaShahrooz, Bahram M., Richard A. Miller, Kent A. Harries, Qiang Yu i Henry G. Russell. Strand Debonding for Pretensioned Girders. Washington, D.C.: Transportation Research Board, 2017. http://dx.doi.org/10.17226/24813.
Pełny tekst źródłaVance, Mary A. Beams and girders: Recent references. Monticello, Ill., USA: Vance Bibliographies, 1988.
Znajdź pełny tekst źródłaAmerican Association of State Highway and Transportation Officials. G13.1 guidelines for steel girder bridge analysis. Washington, D.C: American Association of State Highway and Transportation Officials, 2011.
Znajdź pełny tekst źródłaAdamson, Daniel Edward Joseph. Fatigue tests of riveted bridge girders. Edmonton, Canada: University of Alberta, Dept. of Civil Engineering, 1995.
Znajdź pełny tekst źródłaW, Hyer M., Bowles David E i Langley Research Center. Applied Materials Branch., red. The influence of time-dependent material behavior on the response of sandwich beams. Blacksburg, Va: College of Engineering, Virginia Polytechnic Institute and State University, 1991.
Znajdź pełny tekst źródłaLi, K. L. Cable-stayed girders with reverse tension systems. Manchester: UMIST, 1997.
Znajdź pełny tekst źródłaZaunders, Bo. Gargoyles, girders, & glass houses: Magnificent master builders. New York: Dutton Children's Books, 2004.
Znajdź pełny tekst źródłaGirders and cranes: A skyscraper is built. Mort Grove, Ill: A. Whitman, 1991.
Znajdź pełny tekst źródłaCzęści książek na temat "Girders"
Mitchell, Charles F. "Girders". W Building Construction and Drawing 1906, 427–81. Wyd. 4. London: Routledge, 2022. http://dx.doi.org/10.1201/9781003261674-9.
Pełny tekst źródłaMitchell, Charles F., i George A. Mitchell. "Girders." W Building Construction and Drawing 1906, 152–72. London: Routledge, 2022. http://dx.doi.org/10.1201/9781003261476-4.
Pełny tekst źródłaBoothby, Thomas E. "Analysis of Girders: Beams, Plate Girders, and Continuous Girders". W Engineering Iron and Stone, 103–19. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784413838.ch08.
Pełny tekst źródłaDolan, Charles W., i H. R. Hamilton. "Spliced Girders". W Prestressed Concrete, 343–68. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97882-6_13.
Pełny tekst źródłaM°Kenzie, W. M. C. "Plate Girders". W Design of Structural Steelwork to BS 5950 and C-EC3, 198–229. London: Macmillan Education UK, 1998. http://dx.doi.org/10.1007/978-1-349-14612-3_6.
Pełny tekst źródłaBoothby, Thomas E. "Analysis of Girders: Braced Girders and Trusses". W Engineering Iron and Stone, 79–101. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784413838.ch07.
Pełny tekst źródłaMohamed Nazri, Fadzli, Mohd Azrulfitri Mohd Yusof i Moustafa Kassem. "Description of SBG Assembling and Casting-Penang Bridge". W Precast Segmental Box Girders, 1–13. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11984-3_1.
Pełny tekst źródłaMohamed Nazri, Fadzli, Mohd Azrulfitri Mohd Yusof i Moustafa Kassem. "Overview of Precast Segmental Box Girder". W Precast Segmental Box Girders, 15–30. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11984-3_2.
Pełny tekst źródłaMohamed Nazri, Fadzli, Mohd Azrulfitri Mohd Yusof i Moustafa Kassem. "Finite Element Analysis of SBG Subjected to Static Loads". W Precast Segmental Box Girders, 31–47. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11984-3_3.
Pełny tekst źródłaMohamed Nazri, Fadzli Mohamed, Mohd Azrulfitri Mohd Yusof i Moustafa Kassem. "Validation of Experimental and Analytical Study Work". W Precast Segmental Box Girders, 49–74. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11984-3_4.
Pełny tekst źródłaStreszczenia konferencji na temat "Girders"
Mao, Qianyi, Dong Xu i Yongxue Jin. "Design Method and Finite Element Analysis of Precast Longitudinal Split-Piece Cover Beam". W IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.1088.
Pełny tekst źródłaTang, Shenghua, i Zhi Fang. "Damage Assessment of Prestressed Concrete Girders Using Crack Fractal and Frequency". W IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1527.
Pełny tekst źródłaDong, Gang, i Torgeir Moan. "Shear Strength of Plate Girders in Ship Structures". W ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79962.
Pełny tekst źródłaDuan, Lan, Yangfan Xin, Zhaxi Dawa i Chunsheng Wang. "Numerical Simulation of Longitudinal Shear Behavior of High Strength Steel and Concrete Composite Girders". W IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0505.
Pełny tekst źródłaZhang, Yin, Haiying Ma, Huan Zhang i Ye Xia. "Performance analysis on Twin-I girder bridges using hollow tubular top flanges". W IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0512.
Pełny tekst źródłaVergoossen, Rob, Gert-Jan van Eck i Danny Jilissen. "Re-using existing prefabricated prestressed concrete girders in new bridges". W IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0554.
Pełny tekst źródłaWang, Peter Y., Maria E. Garlock, Theodore P. Zoli i Spencer E. Quiel. "Low-Frequency Sine Webs for Improved Shear Buckling Performance of Plate Girders". W IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0691.
Pełny tekst źródłaVlasic, Andjelko, Mladen Srbić i Gordana Hrelja Kovačević. "Comparative analysis and applicability of optimal composite sections for small to middle span girder bridges". W IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1269.
Pełny tekst źródłaBaandrup, Mads, Ole Sigmund i Niels Aage. "Structural topology optimization of bridge girders in cable supported bridges". W IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0975.
Pełny tekst źródłaSu, Hang, Qingtian Su, Wensheng Yu, Yunjin Wang i Minghui Zeng. "Experimental study on partial-combination method in continuous composite girder". W IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0302.
Pełny tekst źródłaRaporty organizacyjne na temat "Girders"
Tseng, Tzu-Chun, i Amit H. Varma. Synthesis Study: Repair and Durability of Fire-Damaged Prestressed Concrete Bridge Girders. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317378.
Pełny tekst źródłaJáger, Bence, Balázs Kövesdi i László Dunai. DESIGN METHOD IMPROVEMENTS FOR TRAPEZOIDALLY CORRUGATED WEB GIRDERS. The Hong Kong Institute of Steel Construction, grudzień 2018. http://dx.doi.org/10.18057/icass2018.p.143.
Pełny tekst źródłaHassan, Ahmed, i Mark Bowman. Fatigue Strength of Girders with Tapered Covered Plates. West Lafayette, IN: Purdue University, 1995. http://dx.doi.org/10.5703/1288284313225.
Pełny tekst źródłaRamirez, J., i Gerardo Aguilar. Shear Reinforcement Requirements for High-Strength Concrete Bridge Girders. West Lafayette, IN: Purdue University, 2005. http://dx.doi.org/10.5703/1288284313393.
Pełny tekst źródłaGroeneveld, Andrew B., Stephanie G. Wood i Edgardo Ruiz. Estimating Bridge Reliability by Using Bayesian Networks. Engineer Research and Development Center (U.S.), luty 2021. http://dx.doi.org/10.21079/11681/39601.
Pełny tekst źródłaHui, Jonathan F., Jason B. Lloyd i Robert J. Connor. Fatigue Life Improvement of Welded Girders with Ultrasonic Impact Treatment. Purdue University, maj 2018. http://dx.doi.org/10.5703/1288284316654.
Pełny tekst źródłaRamirez, J., J. Olek i Eric Rolle. Performance of Bridge Decks and Girders with Lightweight Aggregate Concrete. West Lafayette, IN: Purdue University, 2000. http://dx.doi.org/10.5703/1288284313288.
Pełny tekst źródłaHebdon, Matthew H., Cem Korkmaz i Francisco J. Bonachera Martín. Member-Level Redundancy of Built-Up Steel Girders Subjected to Flexure. Purdue University, czerwiec 2018. http://dx.doi.org/10.5703/1288284316728.
Pełny tekst źródłaLini, Carlo R., i Julio A. Ramirez. On the Design for Torsion of Precast/Prestressed Concrete Spandrel Girders. Precast/Prestressed Concrete Institute, 2004. http://dx.doi.org/10.15554/pci.rr.comp-014.
Pełny tekst źródłaVarma, Amit H., Jan Olek, Christopher S. Williams, Tzu-Chun Tseng, Dan Huang i Tom Bradt. Post-Fire Assessment of Prestressed Concrete Bridges in Indiana. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317290.
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