Relevant bibliographies by topics / Structural frames

Contents

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

Academic literature on the topic 'Structural frames'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 August 2024

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Journal articles on the topic "Structural frames"

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Javed, Ali, Chaitanya Krishna, Khawaja Ali, Muhammad Faheem Ud Din Afzal, Armin Mehrabi, and Kimiro Meguro. "Micro-Scale Experimental Approach for the Seismic Performance Evaluation of RC Frames with Improper Lap Splices." Infrastructures 8, no. 3 (March 15, 2023): 56. http://dx.doi.org/10.3390/infrastructures8030056.

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Reinforced concrete (RC) frames are an integral part of modern construction as they resist both gravity and lateral loads in beams and columns. However, the construction methodologies of RC frames are vulnerable to non-engineering defects, particularly in developing countries. The most common non-engineering defect occurs due to improper lap splice, which can compromise the structural integrity. This research demonstrates an easy, low-cost, and verifiable experimental technique incorporating micro-concrete to evaluate the seismic performance of a completely engineered RC frame with the defect
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Coffield, Amy, and Hojjat ADELI. "IRREGULAR STEEL BUILDING STRUCTURES SUBJECTED TO BLAST LOADING." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 22, no. 1 (December 18, 2015): 17–25. http://dx.doi.org/10.3846/13923730.2015.1073172.

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In seismic design, structural irregularity has been found to have a significant influence on structural response. The impact of structural irregularity on the global response of steel frame structures subjected to blast loading has not been examined. In the paper, six seismically designed steel framed structures are considered: moment resisting frames (MRF), concentrically braced frames (CBF) and eccentrically braced frames (EBF) each with geometric irregularity in the plan and with a geometric irregularity in the elevation. The blast loads are assumed to be unconfined, free air burst detonate
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Pakizeh, Mohammad Rezaeian, Abdul Kadir Marsono, and Masine M. Tap. "Structural System of Safe House against Tornado and Earthquakes." Key Engineering Materials 594-595 (December 2013): 449–54. http://dx.doi.org/10.4028/www.scientific.net/kem.594-595.449.

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Every year earthquakes, tornadoes and other extreme windstorm cause fatalities or even kill people, devastate and millions of dollars worth of property. The likelihood that a tornado will strike building is a matter of probability. The study describes the analysis and design, the engineering process the new type of tornado safe room (Fig. 1) according to the FEMA guidance. It also evaluates the effects of in-fill frames and the linear response of reinforced concrete braced frames and comparison with frames with shear wall. The main conclusion drawn from this study is to elaborate that the maso
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Soetanto, R., J. Glass, A. R. J. Dainty, and A. D. F. Price. "Structural frame selection: case studies of hybrid concrete frames." Building Research & Information 35, no. 2 (March 20, 2007): 206–19. http://dx.doi.org/10.1080/09613210600809029.

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Mo, Y. L., and S. F. Perng. "Behavior of Framed Shearwalls Made of Corrugated Steel under Lateral Load Reversals." Advances in Structural Engineering 3, no. 3 (July 2000): 255–62. http://dx.doi.org/10.1260/1369433001502184.

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Reinforced concrete buildings with shearwalls are very efficient to resist earthquake disturbances. In general, reinforced concrete frames are governed by flexure and low-rise shearwalls are governed by shear. If a structure includes both frames and shearwalls, it is generally governed by shearwalls. However, the ductility of ordinary reinforced concrete framed shearwalls is very limited. The experiments on framed shearwalls made of corrugated steel was recently reported. It was found that the ductility of framed shearwalls can be greatly improved if the thickness of the corrugated steel wall
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Park, Seon-Chee, Won-Kee Hong, Sunkuk Kim, and Xiangyu Wang. "Mathematical Model of Hybrid Precast Gravity Frames for Smart Construction and Engineering." Mathematical Problems in Engineering 2014 (2014): 1–14. http://dx.doi.org/10.1155/2014/916951.

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The structural stability, constructability, economic feasibility, environmental-friendliness, and energy efficiency of hybrid composite frame systems have been demonstrated by practical application and research. A hybrid composite frame system combines the economy of precast concrete structures with the constructability of steel frame structures, including erection speed. Novel composite frames will ultimately maximize the efficiency of structural design and facilitate construction. This paper presents hybrid precast frames, which are precast composite frames based on a simple connection betwe
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Kumar, Puneet, and Gaurav Srivastava. "Numerical modeling of structural frames with infills subjected to thermal exposure." Journal of Structural Fire Engineering 8, no. 3 (September 11, 2017): 218–37. http://dx.doi.org/10.1108/jsfe-05-2017-0031.

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PurposeReinforced concrete structural frames with masonry infills (infill-frames) are commonly used for construction worldwide. While the behavior of such frames has been studied extensively in the context of earthquake loading, studies related to their fire performance are limited. Therefore, this study aims to characterize the behavior of infill-frames under fire exposure by presenting a state-of-the-art literature review of the same.Design/methodology/approachBoth experimental and computational studies have been included with a special emphasis on numerical modeling (simplified as well as a
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Dhinakaran, S., and S. Muthukumar. "A Review on Infilled frame Structure with respective of various Interface Materials." E3S Web of Conferences 387 (2023): 03001. http://dx.doi.org/10.1051/e3sconf/202338703001.

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During major earthquakes, existing buildings have collapsed or suffered serious damage, resulting in number of losses, severe injuries, and deaths. Based on literature, the influence of this work reviewed the effects of interface with different materials and also to find how infilled frames behave in framed structure. This study's primary goal is to strengthen RC-framed structures and increase the ductility of infilled frames by using interface materials. The research offers a full range and points relevant to ductile parameters for more results in the field of infilled frames using interface
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Oh, Sang Hoon, and Hong Sik Ryu. "Seismic Performance of Steel Frames for Sustainable Structural System." Applied Mechanics and Materials 204-208 (October 2012): 2705–12. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.2705.

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A test on a full-scale model of a three-spans and two-story steel moment frame with dampers and releasable slab was conducted. The details of the test frames, test instruments, set-up procedures, and test procedures were presented. The column and beam were connected by dampers that could initiate the plastic deformation during cyclic loading before damage occurred in the beam and column. The precast concrete slab was designed to be releasable and for saving story height. The primary objective of this test was to verify structural performance and constructability of a full-scale sustainable ste
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Dawe, J. L., A. B. Schriver, and C. Sofocleous. "Masonry infilled steel frames subjected to dynamic load." Canadian Journal of Civil Engineering 16, no. 6 (December 1, 1989): 877–85. http://dx.doi.org/10.1139/l89-130.

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Experimentally determined dynamic responses of ten scale models of masonry infilled steel frames were compared with the results of three simple analytical models. Effects investigated included stiffening and strengthening contribution of the masonry infill, degradation of the system, motion intensity, frame stiffness, and rotational joint rigidity at slab-to-column intersections. Tests on one-third scale models, subjected to sinusoidal motions, revealed that masonry infill markedly increases the dynamic strength and stiffness of the system. At weak-to-moderate motions (below 0.5 g), models exh
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Dissertations / Theses on the topic "Structural frames"

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Rudman, Chantal. "Investigation into the structural behaviour of portal frames." Thesis, Stellenbosch : University of Stellenbosch, 2009. http://hdl.handle.net/10019.1/1853.

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Mohamed, Salah-Eldin A. "Elastic-plastic instability of plane frames." Diss., Georgia Institute of Technology, 1989. http://hdl.handle.net/1853/12092.

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White, M. J. "Dynamic characteristics of infilled frames." Thesis, University of Bradford, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.355241.

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Yan, Zhihao, and 阎志浩. "Nonlinear dynamic analysis and strcutural identification of frames." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2009. http://hub.hku.hk/bib/B43224076.

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Yan, Zhihao. "Nonlinear dynamic analysis and strcutural identification of frames." Click to view the E-thesis via HKUTO, 2009. http://sunzi.lib.hku.hk/hkuto/record/B43224076.

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Dai, Li. "Design and structural analysis of sofa frames." Diss., Mississippi State : Mississippi State University, 2007. http://library.msstate.edu/etd/show.asp?etd=etd-10262007-100150.

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羅征桂 and Ching-quei Lo. "Study of multibay and multistorey infilled frames." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1988. http://hub.hku.hk/bib/B31231640.

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Lo, Ching-quei. "Study of multibay and multistorey infilled frames /." [Hong Kong] : University of Hong Kong, 1988. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12428620.

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Sawan, Hassan Tayseer. "NONLINEAR STABILITY OF PORTAL FRAMES WITH ELASTIC END RESTRAINTS." Thesis, The University of Arizona, 1985. http://hdl.handle.net/10150/275410.

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Kaveh, Mohammad. "Topological optimization of rigidly jointed space frames." Thesis, Cardiff University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.238227.

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Books on the topic "Structural frames"

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Colombo, Isabella Giorgia, Matteo Colombo, Marco di Prisco, Anna Magri, Paolo Martinelli, Letizia Mazzoleni, and Giulio Zani. Structural Analysis of Plane Frames. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-35267-6.

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Limited, Trent Concrete Structures, ed. Trent T6 precast concrete structural frames. Nottingham: Trent Concrete Structures Ltd, 1990.

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Brigginshaw, G. F. A new era for structural frames. [Leicester?]: [Precast Concrete Frame Association?], 1987.

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Heyman, Jacques. Plastic design of frames. New York, NY: Cambridge University Press, 2008.

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Chen, W. F. Stability design of semi-rigid frames. New York: Wiley, 1996.

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Filipovski, Atanas. Osnovi na čelični konstrukcii. Skopje: Tanas Filipovski, 2000.

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Niu, Chùn-yun. Airframe structural design: Practical design information and data on aircraft structures. Hong Kong: Conmilit Press, 1988.

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Harris, Harry G. Structural modeling and experimental techniques. 2nd ed. Boca Raton: CRC Press, 1999.

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Vorlíček, Miloš. Geometrická přesnost stavebních konstrukcí. Praha: Academia, 1985.

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Chen, W. F. Structural stability: Theory and implementation. New York: Elsevier, 1987.

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Book chapters on the topic "Structural frames"

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Hartmann, Friedel, and Casimir Katz. "Frames." In Structural Analysis with Finite Elements, 211–40. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-662-05423-9_3.

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Paz, Mario. "Three-dimensional Frames." In Structural Dynamics, 380–94. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-9907-0_17.

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Paz, Mario. "Three-dimensional Frames." In Structural Dynamics, 491–510. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4684-0018-2_17.

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Paz, Mario. "Three-dimensional Frames." In Structural Dynamics, 380–94. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4615-7918-2_17.

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Jeż, Łukasz, Yishay Mansour, and Boaz Patt-Shamir. "Scheduling Multipacket Frames with Frame Deadlines." In Structural Information and Communication Complexity, 76–90. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-25258-2_6.

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McKenzie, William M. C., and Binsheng Zhang. "Pin-Jointed Frames." In Examples in Structural Analysis, 62–156. 3rd ed. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003195245-3.

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McKenzie, William M. C., and Binsheng Zhang. "Rigid-Jointed Frames." In Examples in Structural Analysis, 318–461. 3rd ed. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003195245-5.

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Paz, Mario. "Dynamic Analysis of Plane Frames." In Structural Dynamics, 343–63. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-9907-0_15.

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Paz, Mario, and William Leigh. "Dynamic Analysis of Plane Frames." In Structural Dynamics, 353–79. Boston, MA: Springer US, 2004. http://dx.doi.org/10.1007/978-1-4615-0481-8_11.

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Paz, Mario, and William Leigh. "Dynamic Analysis of Grid Frames." In Structural Dynamics, 381–405. Boston, MA: Springer US, 2004. http://dx.doi.org/10.1007/978-1-4615-0481-8_12.

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Conference papers on the topic "Structural frames"

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Lyu, Naesung, and Kazuhiro Saitou. "Decomposition-Based Assembly Synthesis of Space Frame Structures Using Joint Library." In ASME 2004 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/detc2004-57301.

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This paper presents a method for identifying the optimal designs of components and joints in the space frame body structures of passenger vehicles considering structural characteristics, manufacturability and assembleability. Dissimilar to our previous work based on graph decomposition, the problem is posed as a simultaneous determination of the locations and types of joints in a structure and the cross sections of the joined structural frames, selected from a predefined joint library. The joint library is a set of joint designs containing the geometry of the feasible joints at each potential
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KAMAL, MAYANK, and SAUVIK BANERJEE. "VIBRATION BASED DAMAGE IDENTIFICATION IN WELDED ASYMMETRICAL STEEL FRAMES USING REGULARIZATION TECHNIQUES." In Structural Health Monitoring 2023. Destech Publications, Inc., 2023. http://dx.doi.org/10.12783/shm2023/36811.

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The damage identification problem for a frame structure can be formulated in a linear equation in the form Aθ = b. In this formulation, matrix A represents the FE model parameters, vector θ represents the change in state variables or the mathematical parameters which are to be determined, and vector b represents the response to an external excitation. In the real test case, the matrix A can be rectangular, and the linear relation is an over-determined and ill-posed problem. The results of these ill-posed problems are non-continuous and thus require special solution techniques like regularizati
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Schioler, T., and S. Pellegrino. "Multi-configuration Space Frames." In 45th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics & Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2004. http://dx.doi.org/10.2514/6.2004-1529.

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CANFIELD, ROBERT. "Design of frames against buckling using a Rayleigh Quotient Approximation." In 33rd Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-2249.

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Issa, H. K. "Simplified structural analysis of steel portal frames developed from structural optimization." In OPTI2012. Southampton, UK: WIT Press, 2012. http://dx.doi.org/10.2495/op120051.

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Ye, Hua, and Sergio Pellegrino. "Bi-stable Space Frames." In 46th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2005. http://dx.doi.org/10.2514/6.2005-1870.

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DING, Y., and B. ESPING. "Optimum design of frames with beams of different cross-sectional shapes." In 27th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1986. http://dx.doi.org/10.2514/6.1986-918.

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CHUANG, CHING, and GENE HOU. "Eigenvalue sensitivity analysis of planar frames with variable jointand support locations." In 32nd Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1991. http://dx.doi.org/10.2514/6.1991-1091.

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Heidari, Alireza, Vera V. Galishnikova, and Iradj Mahmoudzadeh Kani. "A Protective Structure, Saver During Structural Collapse." In ASME 2011 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/detc2011-47076.

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In this paper a new protective structure is designed to save human life, in the event of the structural collapse due to an earthquake, terrorist attack or other catastrophic events. The life-saver device discussed here is a moment resisting 3-D steel or composite frames that encapsulates a single or double bedstead, board in the kitchen, worktable in the office or other cases as appropriate. The frame consists of a number of beam-columns of angle cross-section bolted together by gusset plates and topped with a thin steel plate or a rectangular rebar mesh. The collapse of walls and ceiling on t
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Pearson, Dustin, Robert Hindley, and John Crocker. "Icebreaker Grillage Structural Interaction and the Characteristic Stiffness Curve." In SNAME 5th World Maritime Technology Conference. SNAME, 2015. http://dx.doi.org/10.5957/wmtc-2015-159.

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The structural components of a typical icebreaker hull grillage section consist of hull plating, main frames, web frames and stringers. The grillage section is the main structure resisting local ice loads during icebreaking and maneuvering operations. As such, the structural integrity of the icebreaker is largely dependent on the design strength of the grillage sections along the length of the vessel. The latest release of the IACS Unified Requirements for Polar Ships specifically pertains to structural design of these local grillage sections. Within the IACS Unified Requirements, prescriptive
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Reports on the topic "Structural frames"

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Flanagan, R. D. Behavior of structural clay tile infilled frames. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/130659.

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Bennett, R. M., J. J. Fowler, and R. D. Flanagan. Shake table testing of structural clay tile infilled frames. Office of Scientific and Technical Information (OSTI), March 1996. http://dx.doi.org/10.2172/414624.

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Fowler, Joele Johnston. Analysis of dynamic testing performed on structural clay tile infilled frames. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/125378.

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Shen, Yanfei, Rolando Chacon, Itsaso Arrayago, and Esther Real. ON THE INFLUENCE OF INITIAL GEOMETRIC IMPERFECTIONS AND SECOND ORDER EFFECTS ON THE STRUCTURAL BEHAVIOR OF AUSTENITIC STAINLESS STEEL FRAMES. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.070.

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Hammad, Ali, and Mohamed Moustafa. Seismic Behavior of Special Concentric Braced Frames under Short- and Long-Duration Ground Motions. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, December 2019. http://dx.doi.org/10.55461/zont9308.

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Over the past decade, several long-duration subduction earthquakes took place in different locations around the world, e.g., Chile in 2010, Japan in 2011, China in 2008, and Indonesia in 2004. Recent research has revealed that long-duration, large-magnitude earthquakes may occur along the Cascadia subduction zone of the Pacific Northwest Coast of the U.S. The duration of an earthquake often affects the response of structures. Current seismic design specifications mostly use response spectra to identify the hazard and do not consider duration effects. Thus, a comprehensive understanding of the
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Rákos, András Dominik. Poland and the European Green Deal: On Track Towards Peaceful Coexistence? Külügyi és Külgazdasági Intézet, 2022. http://dx.doi.org/10.47683/kkielemzesek.ke-2022.64.

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Following the adoption of the European Green Deal, the traditionally reluctant position of the government of Poland regarding climate neutrality is showing ruptures and has become controversial. The aim of this policy brief is to assess the structural and discursive elements shaping the climate and energy policy of the Polish government. The paper uses a mixed methodology of literature review and qualitative content analysis involving official statements issued by three government bodies between 1 September and 31 December, 2021. The study finds that the reluctance of the Polish government is
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Halperin, Sarah, Jen Schneider, Rebecca L. Som Castellano, and Jodi Brandt. Understanding Arguments to Protect Farmland in Idaho. Boise State University, Albertsons Library, August 2023. http://dx.doi.org/10.18122/hes.75.boisestate.

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Between Spring 2022 and Spring 2023, a team of researchers at Boise State University conducted interviews with people involved in farmland protection efforts. Our goal was to understand how interviewees frame the issue of farmland loss. Frames can draw attention to an issue, contextualize decision-making, and influence the policy solutions considered. Through a frame analysis, we gained a clearer understanding of potential approaches for farmland protection in Idaho. We conducted 10 semi-structured interviews with individuals representing government agencies, academic institutions, land trusts
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Parker, A. W. LAr Dewar Coil Feed Frame Pipe Analysis (Structural Analysis of General Structures, SAGS). Office of Scientific and Technical Information (OSTI), January 1990. http://dx.doi.org/10.2172/1031854.

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Steenkamp, H. M., N. Wodicka, O. M. Weller, J. Kendrick, I. Therriault, T. Peterson, C. J M Lawley, and V. Tschirhart. Bedrock geology, Wager Bay area, Kivalliq, Nunavut, parts of NTS 56-F, G. Natural Resources Canada/CMSS/Information Management, 2023. http://dx.doi.org/10.4095/331890.

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New geological mapping in the Tehery Lake-Wager Bay area of northwestern Hudson Bay, Nunavut, frames the emplacement, depositional, and metamorphic histories of the dominant rock types, major structures, and links to neighbouring areas of the central Rae Craton and Chesterfield Block. The area is divided into six domains (Ukkusiksalik, Douglas Harbour, Gordon, and Lunan domains presented here, and Kummel Lake Domain and Daly Bay Complex on adjoining maps) defined by large-scale structures and characterized by differing metamorphic assemblages, Sm-Nd and U-Pb isotopic data, and/or specific lith
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Steenkamp, H. M., N. Wodicka, C. J M Lawley, T. Peterson, W. Garrison, I. Therriault, J. Kendrick, O. M. Weller, and V. Tschirhart. Bedrock geology, Daly Bay area, Kivalliq, Nunavut, NTS 56-A, 46-D west, 46-E southwest, and 56-H south. Natural Resources Canada/CMSS/Information Management, 2023. http://dx.doi.org/10.4095/331888.

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New geological mapping in the Tehery Lake-Wager Bay area of northwestern Hudson Bay, Nunavut, frames the emplacement, depositional, and metamorphic histories of the dominant rock types, major structures, and links to neighbouring areas of the central Rae Craton and Chesterfield Block. The area is divided into six domains (Ukkusiksalik, Douglas Harbour, and Gordon domains and Daly Bay Complex presented here, and Lunan and Kummel Lake domains on adjoining maps) defined by large-scale structures and characterized by differing metamorphic assemblages, Sm-Nd and U-Pb isotopic data, and/or specific
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