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Thematische Bibliographien / Structural frames Earthquake resistant design

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Auswahl der wissenschaftlichen Literatur zum Thema „Structural frames Earthquake resistant design“

Autor: Grafiati

Veröffentlicht am 4. Juni 2021

Zuletzt aktualisiert am 9. Februar 2022

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Zeitschriftenartikel zum Thema "Structural frames Earthquake resistant design"

1

Redwood, R. G., L. Lefki, and G. Amar. "Earthquake resistant design of steel moment resisting frames." Canadian Journal of Civil Engineering 17, no. 4 (1990): 659–67. http://dx.doi.org/10.1139/l90-075.

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New provisions of the CSA Standard for Steel Structures (CAN/CSA-S16.1-M89) dealing with detailing of moment resisting frames for seismic design are described and related to requirements of the National Building Code of Canada. The basis of the new requirements is outlined, and an example eight-storey frame is used to illustrate the impact of the provisions. Key words: design, structural engineering, steel, earthquakes, moment resisting frame, standards.

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Redwood, R. G., and V. S. Channagiri. "Earthquake resistant design of concentrically braced steel frames." Canadian Journal of Civil Engineering 18, no. 5 (1991): 839–50. http://dx.doi.org/10.1139/l91-101.

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New provisions of the CSA standard for steel structures (CAN/CSA-S16.1-M89) dealing with detailing of concentrically braced frames for seismic design are described and related to requirements of the National Building Code of Canada. The basis of the new requirements is outlined, and an example eight-storey frame is used to outline a methodology for the design process for a ductile braced frame and to illustrate the impact of the provisions. Key words: design, structural engineering, steel, earthquakes, braced frame, standards.

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3

Filiatrault, A., and S. Cherry. "Efficient numerical modelling for the design of friction damped braced steel plane frames." Canadian Journal of Civil Engineering 16, no. 3 (1989): 211–18. http://dx.doi.org/10.1139/l89-046.

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A novel friction damping system for the aseismic design of framed buildings has been proposed by Canadian researchers. The system has been shown experimentally to perform very well and is an exciting development in earthquake resistant design.The design of a building equipped with the friction damping system is achieved by determining the optimum slip load distribution to minimize structural response. The optimum slip load distribution is usually determined using the general nonlinear dynamic computer program DRAIN-2D, which requires extensive computer time and is not practical for most design

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4

Kim, Hee Cheul, Jung Woo Park, Jin Young Park, Young Hak Lee, and Dae Jin Kim. "Structural Behavior of a Steel Grid Shear Wall Subjected to Combined Axial and Cyclic Lateral Loads." Applied Mechanics and Materials 479-480 (December 2013): 1175–79. http://dx.doi.org/10.4028/www.scientific.net/amm.479-480.1175.

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The effects of earthquakes can be devastating especially to existing structures that are not based on earthquake resistant design. This study proposes a steel grid shear wall that can provide a sufficient lateral resistance and can be used as a seismic retrofit method. An experiment was performed on reinforced concrete (RC) frames with and without the steel grid shear wall proposed in this study. These frame specimens were subjected to combined axial and cyclic lateral loads that were applied by using two actuators with a maximum capacity of 500 kN and a single actuator with a maximum capacity

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5

González Ureña, Andrés, Robert Tremblay, and Colin A. Rogers. "Earthquake-resistant design of steel frames with intentionally eccentric braces." Journal of Constructional Steel Research 178 (March 2021): 106483. http://dx.doi.org/10.1016/j.jcsr.2020.106483.

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6

YILMAZ, Mehmet Fatih. "The Effect of Different Braced Configurations on the Nonlinear Seismic Behavior of Steel Structure." Civil Engineering Beyond Limits 1, no. 1 (2019): 22–28. http://dx.doi.org/10.36937/cebel.2020.001.005.

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Improvements in construction technologies have allowed steel structural elements to become more frequently used today in order to enable different architectural designs and to meet structural performance more effectively and efficiently. Structural steel has been used for more than a hundred years and has been tested under real earthquakes, which provide the basis of many earthquake-resistant steel construction standards. The major advantage of steel construction material is that it allows for large plastic deformations. Structural deformations vary depending on the deformation capacity of the

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7

Li, Shuang, and Jintao Zhang. "Retrofit Existing Frame Structures to Increase Their Economy and Sustainability in High Seismic Hazard Regions." Applied Sciences 9, no. 24 (2019): 5486. http://dx.doi.org/10.3390/app9245486.

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The study proposes a retrofitting method with an optimum design of viscous dampers in order to improve the structural resistant capacity to earthquakes. The retrofitting method firstly uses a 2D frame model and places the viscous dampers in the structure to satisfy the performance requirements under code-specific design earthquake intensities and then performs an optimum design to increase the structural collapse-resistant capacity. The failure pattern analysis and fragility analysis show that the optimum design leads to better performance than the original frame structure. For regular structu

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Bhunia, Dipendu, Vipul Prakash, and Ashok D. Pandey. "A Conceptual Design Approach of Coupled Shear Walls." ISRN Civil Engineering 2013 (October 9, 2013): 1–28. http://dx.doi.org/10.1155/2013/161502.

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Earthquake causes considerable damage to a large number of RCC high-rise buildings and tremendous loss of life. Therefore, designers and structural engineers should ensure to offer adequate earthquake resistant provisions with regard to planning, design, and detailing in high-rise buildings to withstand the effect of an earthquake and minimize disaster. As an earthquake resistant system, the use of coupled shear walls is one of the potential options in comparison with moment resistant frame (MRF) and shear wall frame combination systems in RCC high-rise buildings. Furthermore, it is reasonably

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9

Pantazopoulou, S. J., and J. F. Bonacci. "On earthquake-resistant reinforced concrete frame connections." Canadian Journal of Civil Engineering 21, no. 2 (1994): 307–28. http://dx.doi.org/10.1139/l94-032.

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The behavior of earthquake-resistant reinforced concrete frame connections has been researched extensively over the past 30 years, but conflicting interpretations of the underlying physical problem and differences of opinion in defining acceptable performance criteria still pervade almost every aspect of connection behavior and design. This study explores the mechanics of reinforced concrete beam-column joints under lateral loads, with the aim to assess the parametric dependence of the behavior of these elements for the benefit of design. In the course of the study, published experimental info

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Kalman Šipoš, Tanja, Hugo Rodrigues, and Marin Grubišić. "Simple design of masonry infilled reinforced concrete frames for earthquake resistance." Engineering Structures 171 (September 2018): 961–81. http://dx.doi.org/10.1016/j.engstruct.2018.02.072.

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Dissertationen zum Thema "Structural frames Earthquake resistant design"

1

Kim, Jubum. "Behavior of hybrid frames under seismic loading /." Thesis, Connect to this title online; UW restricted, 2002. http://hdl.handle.net/1773/10121.

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2

Kim, Do-Hwan. "Seismic performance of PR frames in areas of infrequent seismicity." Diss., Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/20738.

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3

Wan, Chi Kin. "Time history analysis and optimal drift design of multi-storey concrete building structures under seismic excitations /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20WAN.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 127-131). Also available in electronic version. Access restricted to campus users.

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Yoo, Jung Han. "Analytical investigation on the seismic performance of special concentrically braced frames /." Thesis, Connect to this title online; UW restricted, 2006. http://hdl.handle.net/1773/10115.

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Kim, Sang-Cheol. "Seismic assessment of low-rise shear wall buildings with non-rigid diaphragms." Diss., Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/20755.

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Tagawa, Hiroyuki. "Towards an understanding of seismic performance of 3D structures : stability & reliability /." Thesis, Connect to this title online; UW restricted, 2005. http://hdl.handle.net/1773/10192.

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7

Lopes, Arlindo Pires. "Seismic Behavior and Design of the Linked Column Steel Frame System for Rapid Return to Occupancy." PDXScholar, 2016. http://pdxscholar.library.pdx.edu/open_access_etds/3012.

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The Linked Column Frame (LCF) is a new brace-free lateral structural steel system intended for rapid return to occupancy performance level. LCF is more resilient under a design level earthquake than the conventional approaches. The structural system consists of moment frames for gravity that combines with closely spaced dual columns (LC) interconnected with bolted links for the lateral system. The LC links are sacrificial and intended to be replaced following a design level earthquake. The centerpiece of this work was a unique full-scale experiment using hybrid simulation testing; a combinatio

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El-Amoury, Tarek Abbas Ghobarah Ahmed. "Seismic rehabilitation of concrete frame beam-column joints /." *McMaster only, 2004.

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9

Biddah, Aiman Mahmoud Samy. "Evaluation of the seismic level of protection of steel moment resisting frame building structures." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0007/NQ42833.pdf.

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Abou-Elfath, Hamdy Mohamed. "Rehabilitation of nonductile reinforced concrete buildings using steel systems /." *McMaster only, 1998.

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Bücher zum Thema "Structural frames Earthquake resistant design"

1

V, Piluso, ed. Theory and design of seismic resistant steel frames. E & FN Spon, 1996.

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2

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

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3

G, Napetvaridze Sh, ed. Analysis of the spatial behavior and size of modern buildings for earthquake-proof design. A.A. Balkema, 1985.

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4

G, Napetvaridze Sh, ed. Analysis of the spatial behavior and size of modern buildings for earthquake-proof design. Oxonian Press, 1985.

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5

Liu, Hongbo. Gang kuang jia jie gou zhen hai de ji suan ji mo ni. Heilongjiang ta xue chu ban she, 2009.

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6

Sullivan, Timothy J. Seismic design of frame-wall structures. IUSS Press, 2006.

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7

Venture, SAC Joint, United States. Federal Emergency Management Agency, Structural Engineers Association of California, Applied Technology Council, and California Universities for Research in Earthquake Engineering, eds. Recommended seismic design criteria for new steel moment-frame buildings. Federal Emergency Management Agency, 2000.

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8

SAC Joint Venture. Guidelines Development Committee. Recommended specifications and quality assurance guidelines for steel moment-frame construction for seismic applications. SAC Joint Venture, 2000.

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Venture, SAC Joint, United States. Federal Emergency Management Agency, Structural Engineers Association of California, Applied Technology Council, and California Universities for Research in Earthquake Engineering, eds. Recommended seismic evaluation and upgrade criteria for existing welded steel moment-frame buildings. Federal Emergency Management Agency, 2000.

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United States. Federal Emergency Management Agency., ed. Recommended specifications and quality assurance guidelines for steel moment-frame construction for seismic applications. SAC Joint Venture, 2000.

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Buchteile zum Thema "Structural frames Earthquake resistant design"

1

Bangash, M. Y. H. "Design of Structural Elements Based on Eurocode 8." In Earthquake Resistant Buildings. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-93818-7_9.

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2

Aschheim, Mark, Enrique Hernández-Montes, and Dimitrios Vamvatsikos. "Proportioning of earthquake-resistant structural systems." In Design of Reinforced Concrete Buildings for Seismic Performance. CRC Press, 2019. http://dx.doi.org/10.1201/b19964-12.

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3

Jaeger, Leslie G., and Aftab A. Mufti. "The Earthquake-Resistant Design of Critically-Important Concrete Structures." In Trends in Structural Mechanics. Springer Netherlands, 1997. http://dx.doi.org/10.1007/978-94-011-5476-5_31.

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4

Fischer, F. D., F. G. Rammerstorferf, and K. Scharf. "Earthquake Resistant Design of Anchored and Unanchored Liquid Storage Tanks Under Three-Dimensional Earthquake Excitation." In Structural Dynamics. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-88298-2_14.

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5

Giresini, Linda, and Christoph Butenweg. "Earthquake Resistant Design of Structures According to Eurocode 8." In Structural Dynamics with Applications in Earthquake and Wind Engineering. Springer Berlin Heidelberg, 2019. http://dx.doi.org/10.1007/978-3-662-57550-5_4.

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6

Hanazato, Toshikazu, Yoshiaki Tominaga, Tadashi Mikoshiba, and Yasushi Niitsu. "Shaking Table Test of Full Scale Model of Timber Framed Brick Masonry Walls for Structural Restoration of Tomioka Silk Mill, Registered as a Tentative World Cultural Heritage in Japan." In Historical Earthquake-Resistant Timber Frames in the Mediterranean Area. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-16187-7_7.

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7

Doğru, Selçuk, Bora Akşar, Bülent Akbaş, Jay Shen, and Bilge Doran. "Seismic Energy Demands of Inverted V-Braced Frames." In Seismic Isolation, Structural Health Monitoring, and Performance Based Seismic Design in Earthquake Engineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-93157-9_13.

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8

Apostolidi, Eftychia. "Masonry Buildings' Seismic Failures." In Characteristic Seismic Failures of Buildings. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/sed016.059.

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<p>Masonry structures are probably the most popular and ancient type of buildings all over the world. Easy access of its constitutive materials, which are basically stones, bricks, and mortar (which varies from region to region), makes masonry one of the everlasting construction methods from small residential buildings to the most important ancient and historic monuments. <p>Some masonry buildings have proved to be resistant structures even in seismic prone areas, due to some specific structural characteristics that have been observed throughout the years and after many destructive earthquakes. In this chapter, an effort will be made to refer to and describe the most characteristic deficiencies in unreinforced and reinforced masonry buildings under seis-mic actions. Design recommendations for new earthquake-resistant structures will follow, and some retrofitting and strengthening strategies for existing masonry buildings will be proposed.

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Reza, Mohammad, and Amir Az. "Seismic Behavior and Retrofit of Infilled Frames." In Earthquake-Resistant Structures - Design, Assessment and Rehabilitation. InTech, 2012. http://dx.doi.org/10.5772/28579.

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10

"Performance-based plastic design of earthquake resistant tall building frames." In Research and Applications in Structural Engineering, Mechanics and Computation. CRC Press, 2013. http://dx.doi.org/10.1201/b15963-126.

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Konferenzberichte zum Thema "Structural frames Earthquake resistant design"

1

Thierauf, Georg, and Edwin Portillo-García. "A Multilevel Structural Approach to Optimal Earthquake-Resistant Structures." In ASME 1993 Design Technical Conferences. American Society of Mechanical Engineers, 1993. http://dx.doi.org/10.1115/detc1993-0393.

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Abstract A new method for increasing of the ductility of seismic damaged structures is presented. The method combines efficient and well tested mathematical programming techniques with modern dynamic inelastic design concepts (explicit ductility balance). The results of this method are presented for reinforced concrete frames. The design variables are the longitudinal reinforcement and the cross-sectional dimensions at all member ends. A preliminary design is modified sequentially until the balance of ductility has reached a preselected distribution (optimization level II). Before the structur

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Asakawa, Takeshi, Kana Watanabe, and Michio Keii. "Structural Design of Office Building with Resilience and Redundancy using Viscoelastic Dampers." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1689.

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<p>4-story steel-frame office building was designed having approximately a rectangular plan of 50 m × 40 m (span 9.6m, 5 spans × 4 spans) in Osaka, Japan. Here, there is a risk of large-scaled earthquakes (subduction-zone earthquake and local earthquake which occurs directly underneath), and high earthquake resistance performance and flexibility as office building were required. Therefore, we designed rigid-framed structures without a brace inside the building and provided seismic elements in only outside frames. One pair of K-type buckling restraint braces and one viscoelastic damper wi

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Tartaglia, Roberto, Mario D'Aniello, G. Di Lorenzo, Attilio De Martino, and Raffaele Landolfo. "COMPARISON OF DIFFERENT DESIGN REQUIREMENTS ON P-DELTA EFFECTS FOR STEEL MOMENT RESISTING FRAMES." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7341.19290.

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Li, Hong-Nan, and Gang Li. "Earthquake-Resistant Design of RC Frame With “Dual Functions” Metallic Dampers." In ASME 2007 Pressure Vessels and Piping Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/pvp2007-26450.

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Earthquake can make structures damaged and crumble. The traditional approach to seismic design has been based upon providing a combination of strength and ductility to resist the imposed loads. Thus, the level of the structure security cannot be achieved, because the disadvantage of the designing method is lack of adjusting capability subjected to an uncertain earthquake. The presence of some damping (energy dissipation) in buildings has been recognized and studied by professional researchers. Passive energy-dissipated system, as a category of vibration control methods, lead the inputting ener

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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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Silva, Antonio, Yadong Jiang, Luis Macedo, Jose Miguel Castro, and Ricardo Monteiro. "Seismic performance assessment of conventional steel and steel-concrete composite moment frames using CFST columns." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7165.

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The research reported in this paper focuses on the assessment of the seismic performance of conventional steel moment-resisting frames (MRFs) and steel-concrete composite moment-resisting frames employing circular Concrete-Filled Steel Tube (CFST) columns. Two comparable archetypes (i.e. one steel MRF, with steel columns and steel beams; and one composite MRF, with circular CFST columns and steel beams) are designed, and used as the basis for comparison between the seismic performance associated with each typology. Both structures are designed against earthquake loads following the recommendat

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Sarkisian, Mark, Rupa Garai, Benton Johnson, and Chris Horiuchi. "Enhanced Seismic Systems for Mass-Timber Structures." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1149.

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<p>Mass-timber provides numerous benefits in reducing structural material impact on the environment by limiting building embodied carbon. Mass timber from sustainably harvested farms is a renewable material and considered a sink from wood carbon sequestration, and the reduced weight of mass timber framed buildings results in less lateral system and foundation materials.</p><p>Timber’s limited ductility and traditional connections limit applications in high-seismic regions, but a series of novel connections can reliably provide ductility by using friction to dissipate energy,

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GATTANI, SANJAY. "Optimal Design of Earthquake-Resistant Building Structures." In 31st Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1990. http://dx.doi.org/10.2514/6.1990-1094.

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Notohardjono, Budy, Richard Ecker, and Shawn Canfield. "Testing and Analysis Process of Earthquake Resistance Mainframe Computer Structure." In ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63348.

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A mainframe computer’s structure consists of a frame or rack, drawers with central processor units, IO equipment, memory and other electronic equipment. The focus of this structural mechanical analysis and design is on the frame, earthquake stiffening brackets and tie-down methods. The primary function of the frame is to protect critical electronic equipment in two modes. The first mode is during shipping shock and vibration, which provides excitation primarily in the vertical direction. The second mode of protection is protecting the equipment during seismic events where horizontal vibration

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Escallon, Juan, Perry Bartelt, and Eleni Chatzi. "OPTIMAL DESIGN FOR HIGH RESISTANT ROCKFALL BARRIERS." In 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2015. http://dx.doi.org/10.7712/120115.3456.870.

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