Relevant bibliographies by topics / Low rise frames

Contents

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

Academic literature on the topic 'Low rise frames'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Low rise frames"

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Springfield, John. "Plastic design of low-rise frames." Canadian Journal of Civil Engineering 14, no. 3 (1987): 425–27. http://dx.doi.org/10.1139/l87-065.

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Chen, Xingchen, Toru Takeuchi, and Ryota Matsui. "Seismic Performance and Evaluation of Controlled Spine Frames Applied in High-rise Buildings." Earthquake Spectra 34, no. 3 (2018): 1431–58. http://dx.doi.org/10.1193/080817eqs157m.

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A controlled spine frame system consists of moment frames and spine frames with concentrated energy-dissipating members. This system guarantees the continuous usability of buildings against Japanese Level-2 earthquake events (similar to DBE events in California), and the authors have confirmed its excellent performance in preventing damage concentration in low-rise buildings. This study further investigates the effect of diverse structural properties on the seismic performance of controlled spine frames applied in high-rise buildings. The effect of building height, yield drift of dampers, spin
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Youssef‐Agha, W., H. M. Aktan, and O. D. Olowokere. "Seismic Response of Low‐Rise Steel Frames." Journal of Structural Engineering 115, no. 3 (1989): 594–607. http://dx.doi.org/10.1061/(asce)0733-9445(1989)115:3(594).

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Song, Liang-Long, Tong Guo, and Xin Shi. "Seismic Analysis of Low-Rise Self-Centering Prestressed Concrete Frames considering Soil-Structure Interaction." Shock and Vibration 2019 (December 11, 2019): 1–13. http://dx.doi.org/10.1155/2019/2586452.

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In this study, the seismic behavior of low-rise self-centering (SC) prestressed concrete frames considering soil-structure interaction (SSI) is presented. For this purpose, a typical 4-story SC concrete frame, with and without flexible foundations, is analyzed through nonlinear dynamic analysis. Ground motion sets with two hazard levels are selected for analysis. A conventional reinforced concrete (RC) frame is also studied, and the structural demands of the RC and SC frames are compared in terms of peak and residual drifts, base shear, residual settlement, and rotation of foundation. The anal
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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 (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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Schiff, Scott D., William J. Hall, and Douglas A. Foutch. "Seismic Performance of Low‐Rise Steel Perimeter Frames." Journal of Structural Engineering 117, no. 2 (1991): 546–62. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:2(546).

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Murari, Krishna, P. C. Ashwin Kumar, and Saurabh Shiradhonkar. "Analytical investigations of seismic performance of different joint details for composite RCS frames." ce/papers 6, no. 3-4 (2023): 46–52. http://dx.doi.org/10.1002/cepa.2412.

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AbstractComposite RCS frames, comprising of Reinforced Concrete (RC) column and Steel (S) beam are gaining popularity as an attractive alternative to traditional steel moment frames for mid to high‐rise buildings as well as conventional RC construction for low‐rise buildings. The prime concerns with RCS frames are constructability and load transfer at beam‐column connections. Over the last 30 years, several joint details, viz. face bearing plates, erection steel columns, vertical joint reinforcement, and steel band plates have been proposed for RCS frames. The moment‐rotation behavior of these
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Abou El-Ftooh, Khalid, Ahmed Atta, Ayman Ahmed Seleemah, and Salah El-Din Fahmy Taher. "Damage mechanics based model for low-rise infilled RC frames incorporating neural networks." Engineering Computations 33, no. 4 (2016): 1114–40. http://dx.doi.org/10.1108/ec-05-2015-0140.

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Purpose – Separately, nonlinear finite element analysis, artificial neural networks (ANNs) and continuous damage mechanics (CDM) attracted many investigators to model masonry infilled frames. The purpose of this paper is to pursue four phases to develop a versatile model for partially and fully low-rise infilled RC frames using these tools. Design/methodology/approach – The first phase included the study of the behavior of 1,620 low-rise infilled reinforced concrete frames using macro-scale nonlinear pushover finite element analysis. The approach helped to explore the effects of imposing diffe
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Rizwan, M., N. Ahmad, J. Akbar, et al. "Global Seismic Fragility Functions for Low-Rise RC Frames with Construction Deficiencies." Advances in Civil Engineering 2020 (July 6, 2020): 1–18. http://dx.doi.org/10.1155/2020/3174738.

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Shake table tests were performed on three two-story 1 : 3 reduced scale RC frame structures, representative of buildings with construction deficiencies in Pakistan. The models were subjected to the natural accelerogram of the 1994 Northridge earthquake and tested under multiple scaled excitations until the models attained incipient collapse state. The models’ damage mechanisms were studied, and the seismic response in terms of floor acceleration and floor displacement was retrieved. A uniform damage scale was developed for global performance assessment of considered deficient RC frames, listin
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Ghiţă, Ana-Maria. "Seismic Design Of Low-Rise Office Buildings According To Romanian Seismic Codes. Case Study." Mathematical Modelling in Civil Engineering 11, no. 2 (2015): 10–18. http://dx.doi.org/10.1515/mmce-2015-0007.

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Abstract The paper presents a study case and highlights the changes made by the new, in force, seismic Code P100-1/2013 in comparison with the former P100-1/2006, concerning the reinforced concrete frame structural systems design. Different seismic designed RC frames systems, compatible with modern office requirements, were studied. The influence of the earthquake codes provisions on design of regular buildings, having openings fitted for open spaces, with a story height of 3.50m, was assessed. The benefits of tubular structures, with rigid frames made of closely spaced columns on the building
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Dissertations / Theses on the topic "Low rise frames"

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Harris, John L. "A direct displacement-based design of low-rise seismic resistant steel moment frames." Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC campuses, 2006. http://wwwlib.umi.com/cr/ucsd/fullcit?p3211931.

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Thesis (Ph. D.)--University of California, San Diego, 2006.<br>Title from first page of PDF file (viewed June 13, 2006). Available via ProQuest Digital Dissertations. Vita. Includes bibliographical references (p. 387-402).
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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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Grusenmeyer, Eric. "Design comparison of ordinary concentric brace frames and special concentric brace frames for seismic lateral force resistance for low rise buildings." Kansas State University, 2012. http://hdl.handle.net/2097/14986.

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Master of Science<br>Department of Architectural Engineering<br>Kimberly Waggle Kramer<br>Braced frames are a common seismic lateral force resisting system used in steel structures. Ordinary concentric braced frames (OCBFs) and special concentric braced frames (SCBFs) are two major types of frames. Brace layouts vary for both OCBFs and SCBFs. This report examines the inverted-V brace layout which is one common arrangement. OCBFs are designed to remain in the elastic range during the design extreme seismic event. As a result, OCBFs have relatively few special requirements for design. SCBFs
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Dorji, Jigme. "Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan." Thesis, Queensland University of Technology, 2009. https://eprints.qut.edu.au/29689/1/Jigme_Dorji_Thesis.pdf.

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The construction of reinforced concrete buildings with unreinforced infill is common practice even in seismically active country such as Bhutan, which is located in high seismic region of Eastern Himalaya. All buildings constructed prior 1998 were constructed without seismic provisions while those constructed after this period adopted seismic codes of neighbouring country, India. However, the codes have limited information on the design of infilled structures besides having differences in architectural requirements which may compound the structural problems. Although the influence of infill on
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Dorji, Jigme. "Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan." Queensland University of Technology, 2009. http://eprints.qut.edu.au/29689/.

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The construction of reinforced concrete buildings with unreinforced infill is common practice even in seismically active country such as Bhutan, which is located in high seismic region of Eastern Himalaya. All buildings constructed prior 1998 were constructed without seismic provisions while those constructed after this period adopted seismic codes of neighbouring country, India. However, the codes have limited information on the design of infilled structures besides having differences in architectural requirements which may compound the structural problems. Although the influence of infill on
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Susila, Gede Adi. "Experimental and numerical studies of masonry wall panels and timber frames of low-rise structures under seismic loadings in Indonesia." Thesis, University of Manchester, 2014. https://www.research.manchester.ac.uk/portal/en/theses/experimental-and-numerical-studies-of-masonry-wall-panels-and-timber-frames-of-lowrise-structures-under-seismic-loadings-in-indonesia(3ceb094b-4e6e-432a-b3de-3d4c306b0551).html.

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Indonesia is a developing country that suffers from earthquakes and windstorms and where at least 60% of houses are non-engineered structures, built by unskilled workers using masonry and timber. The non-engineered housing units developed in urban region are also vulnerable to seismic hazard due to the use of low quality of material and constructions method. Those structures are not resistant to extreme lateral loads or ground movement and their failure during an earthquake or storm can lead to significant loss of life. This thesis is concerned with the structural performance of Indonesian low
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Bechtoula, Hakim. "Seismic performance of moderate or low rise reinforced concrete frame buildings." 京都大学 (Kyoto University), 2005. http://hdl.handle.net/2433/144873.

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Lu, Wen-Chieh Richard 1973. "Construction products that contribute to increased flexibility in wood-frame low-rise housing." Thesis, McGill University, 2000. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=33263.

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With the greatly increased rate of social and economic change in North America since World War II, the flexible/adaptable house has become an alternative to the conventional single-family, detached housing that both exceeds the needs and means of many non-traditional households. Theories and experience worldwide have shown that housing flexibility that is based on user participation allows decision-makers to adapt housing projects to meet the changing general needs. However, technological bottlenecks in the invention of new materials and techniques can restrict flexibility. This study examines
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Kumar, Nikhil. "Stress analysis of wood-framed low-rise buildings under wind loads due to tornados." [Ames, Iowa : Iowa State University], 2008.

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Matthew, Isaac Kevin. "PERFORMANCE AND COMPLEXITY CO-EVALUATIONS OF MPEG4-ALS COMPRESSION STANDARD FOR LOW-LATENCY MUSIC COMPRESSION." Wright State University / OhioLINK, 2008. http://rave.ohiolink.edu/etdc/view?acc_num=wright1222293495.

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Books on the topic "Low rise frames"

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California Energy Commission. Public Interest Energy Research. and Enermodal Engineering Limited, eds. Characterization of framing factors for low-rise residential building envelopes in California. California Energy Commission, 2001.

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Mujagic, J. R. Ubejd. Structural design of low-rise building in cold-formed steel, reinforced masonry, and structural timber. McGraw-Hill, 2012.

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Anderson, D., G. H. Couchman, and P. R. Salter. Wind-moment Design of Low Rise Frames. Steel Construction Institute,The, 1999.

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Elvidge, Martin. The plastic analysis of pitched roof steel portal frames: A traditional plastic analysis of a typical low-rise pitchroof.... 1986.

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Ambrus, Mónika, Rosemary Rayfuse, and Wouter Werner. Risk and International Law. Oxford University Press, 2017. http://dx.doi.org/10.1093/acprof:oso/9780198795896.003.0001.

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There is a dialectical relation between law and uncertainty, the forms of which vary from one legal field to another. This chapter identifies the three key questions which frame the examination of this dialectic in the following chapters in the book: how is the future imagined in a particular legal field; how are these imaginings translated into rights, duties and competences operating in the present; and how does the distribution of rights, duties and comeptencies affect the distribution of risks, costs and benefits?The chapter explores the involvement of international law in debates about fu
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Campbell, John L. Ideas and Ideology. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190872434.003.0005.

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Chapter 5 describes how economic decline led to an ideological shift in America. Trump was good at promising things that resonated with the public’s discontent. This chapter shows how he did this, particularly insofar as his economic plan is concerned. This is a story about the rise of neoliberalism as the cure for what ailed Americans and the American economy. Neoliberal ideology is a conservative approach to policymaking that touts the virtues of small government, low taxes, less regulation, and reduced welfare spending. It involves a taken-for-granted paradigm—a set of assumptions—about how
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St John, Taylor. The Rise of Investor-State Arbitration. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198789918.001.0001.

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Today, investor–state arbitration embodies the worst fears of those concerned about runaway globalization—a far cry from its framers’ intentions. Why did governments create a special legal system in which foreign investors can bring cases directly against states? This book takes readers through the key decisions that created investor–state arbitration, drawing on internal documents from several governments and extensive interviews to illustrate the politics behind this new legal system. The corporations and law firms that dominate investor–state arbitration today were not present at its creati
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Gallo, Daniele. Direct Effect in EU Law. Oxford University PressOxford, 2025. https://doi.org/10.1093/9780191925221.001.0001.

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Abstract The book revisits the past, present, and future of direct effect in European Union law. It offers a fully innovative understanding of this revolutionary doctrine from historical, theoretical, doctrinal, and practical perspectives. The volume explains that direct effect has evolved into a broader legal category than it was at the outset of the European legal integration process in the 1960s. Such evolution should be acknowledged, articulated, and systematized by the CJEU. Indeed, despite direct effect being the backbone of EU (institutional, constitutional, procedural, and substantive)
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Pierre-Henri, Conac. Part III Trading, 17 Algorithmic Trading and High-Frequency Trading (HFT). Oxford University Press, 2017. http://dx.doi.org/10.1093/law/9780198767671.003.0017.

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This chapter analyses the MiFID II rules on algorithmic trading (AT), including high-frequency trading (HFT). The author argues that AT raises serious issues of volatility and systemic risk, and HFT issues of systematic front-running of investors. However, opinions are divided on the benefits and risks of these techniques, especially HFT. MiFID II takes a technical approach mostly focused on prevention of a repeat of the 2010 ‘Flash Crash’ with provisions on market abuse. The ESMA 2012 Guidelines remain the most effective regulation to frame the development of HFT, able to tackle market develo
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Brooks, Emily M. Gotham's War within a War. University of North Carolina PressChapel Hill, NC, 2023. https://doi.org/10.5149/northcarolina/9781469676593.001.0001.

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Abstract A surprising history unfolded in New Deal– and World War II–era New York City under Mayor Fiorello La Guardia. Throughout the late nineteenth and early twentieth centuries, members of the NYPD had worked to enforce partisan political power rather than focus on crime. That changed when La Guardia took office in 1934 and shifted the city's priorities toward liberal reform. La Guardia's approach to low-level policing anticipated later trends in law enforcement, including "broken windows" theory and "stop and frisk" policy. Police officers worked to preserve urban order by controlling vic
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Book chapters on the topic "Low rise frames"

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Banihashemi, Amir, and Lydell Wiebe. "Design of Low-Rise Controlled Rocking Braced Frames for Life Cycle Costs." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_81.

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Wilson, Lillian, Taylor C. Steele, Cancan Yang, and Lydell D. A. Wiebe. "Design Examples of Controlled Rocking Braced Frames for Low-Rise Buildings in Canadian Regions of Low Seismicity." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-62888-7_26.

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Pǎunescu, Victor-Adrian, and Mihail Iancovici. "Static and Dynamic Approaches on the Low-Rise RC Frames Capacity Evaluation and Damage Quantification." In Seismic Hazard and Risk Assessment. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74724-8_26.

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Wilson, Lillian, Taylor C. Steele, Cancan Yang, and Lydell D. A. Wiebe. "Correction to: Design Examples of Controlled Rocking Braced Frames for Low-Rise Buildings in Canadian Regions of Low Seismicity." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-62888-7_88.

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Vivek, B., and Prishati Raychowdhury. "Effect of Soil-Structure Interaction on Low to Medium-Rise Steel Frames Through Shake Table Experiments." In Lecture Notes in Civil Engineering. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-67443-8_73.

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Mahmoudi, Bardia, and Ali Imanpour. "A Metaheuristic-Based Methodology to Minimize the Concentration of Lateral Displacements in Low-Rise Steel Concentrically Braced Frames Subjected to Seismic Loading." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-34159-5_13.

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Kraler, Anton, Clemens Le Levé, Thomas Badergruber, and Michael Flach. "From Low-Rise to High-Rise Buildings: Fire Safety of Timber Frame Facades." In Wood & Fire Safety. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-41235-7_36.

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Garg, Rajeev, Pankaj, Akhilesh Kumar, Tejwant Singh Brar, and M. Arif Kamal. "Optimization of Structural Grid in Low Rise Reinforced Cement Concrete Framed Buildings." In Springer Series in Geomechanics and Geoengineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-68624-5_8.

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Ye, Kai, Hua Ge, Andreas Athienitis, and Xinyan Yang. "Hygrothermal Modeling of Building Integrated Photovoltaics in Low-Rise Wood-Frame Construction." In Proceedings of the 5th International Conference on Building Energy and Environment. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-9822-5_143.

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Yang, Yang, Marco Cimillo, and Xi Chen. "Energy Performance Optimisation of Low-Rise Lightweight Steel-Frame Houses by Evolutionary Approach." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-9947-7_51.

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Conference papers on the topic "Low rise frames"

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Hirata, Hiroshi, Yoshikazu Utsumi, Kazuma Tomita, Katsuhiro Tomii, Yasumasa Suzui, and Yasuyuki Mukainakano. "Structural Performance of a Multi-unit Friction Damper with Tension Braces for Large Loads." 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.2025.2222.

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&lt;p&gt;We developed a tension brace-type application of a multi-unit friction damper (hereafter referred to as an FD-TB), which is a seismic damper that combines a multi-unit friction damper with tension braces. The FD-TB is used as a seismic reinforcement device for low-rise buildings, such as factories. The FD-TB is a slim seismic damper that can be applied to existing frames with thin and delicate columns, beams, and narrow spaces where existing piping is intertwined. Therefore, a large load- type FD-TB that can handle larger loads of several thousand kN and can be applied to skyscrapers
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Viloria, Adrian, Andres Winston Oreta, and Lessandro Estelito Garciano. "Parametric Study on Reinforced Concrete Joint with Quench-Tempered Steel." 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.2025.2681.

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&lt;p&gt;Reinforced concrete (RC) moment frames are broadly used in the Philippines and are usually employed with ductile micro-alloyed (MA) rebars. Yet, quenched-tempered (QT) rebars are gradually replacing MA rebars in spite of concerns about their performance under low-cycle fatigue conditions induced by seismic events. This study examines RC beam-column joint through finite element analysis using the Coupled Damage-Plasticity Micro-Plane Concrete Model, which revealed that QT reinforcements contribute to a 19% load capacity increase at an expense of 7%-69% ductility and rapid crack propaga
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Dewsbury, Mark, and Hartwig Künzel. "MOULD GROWTH RISKS FOR LOW-RISE TIMBER-FRAMED RESIDENTIAL BUILDINGS IN SOUTH-EASTERN AUSTRALIA." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0322.

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Thebault, Florian, Jonathas Oliveira, and Julien Millet. "Test Protocol for Assessing the Sulfide Stress Cracking Resistance of Low Alloyed Steels in High Pressure High Temperature Sour Environments." In CORROSION 2020. NACE International, 2020. https://doi.org/10.5006/c2020-14588.

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Abstract High Pressure and High Temperature wells are very critical and require special attention to avoid well integrity issues. High pressure requests the use of very high strength low alloyed steels, above 965 MPa (140 ksi), while even trace of hydrogen sulfide implies significant partial pressures of H2S, much higher than the limit of 0.05 psi (3.5 mbar) provided by NACE MR0175 / ISO 15156 standard. Consequently, and despite a high temperature that reduces the risk of cracking, it is crucial to assess the resistance to Sulfide Stress Cracking of materials. However low alloyed steels experi
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Zellhuber, Markus, and Julien Thivend. "Introduction of new infusion manufacturing processes for Main Rotor Blades: Opportunities, Drawbacks and a common Endeavor to make it a Success." In Vertical Flight Society 80th Annual Forum & Technology Display. The Vertical Flight Society, 2024. http://dx.doi.org/10.4050/f-0080-2024-1207.

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The succession of the BK117 D-2 main rotor concept from the semi-rigid rotor to the BK117 D-3 bearingless main rotor (BMR) system, derived from the H135, held many new and innovative additional benefits in its wake. Although the H135 system is the best on the market regarding maintenance effort and maintenace cost (DMC), it was the purpose to push this benchmark even further. To achive additional benefits, three major improvements needed to be successfully implemented and none of them was a given. First to mention is the concept of the blade being separated in three parts. In case of foreign o
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Rashidi, Saeid, and M. Ala Saadeghvaziri. "Seismic Performance of Low and Medium-Rise Steel Frames." In Structures Congress 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)126.

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Askouni, Paraskevi K. "Research on Asymmetrical Reinforced Concrete Low-Rise Frames under Multiple Seismic Events." In International Online Conference on Buildings. MDPI, 2023. http://dx.doi.org/10.3390/iocbd2023-15191.

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Papasotiriou, Alexios, and Asimina Athanatopoulou. "DISCUSSION ON THE CAPACITY DESIGN OF COLUMNS IN LOW-RISE BARE AND INFILLED RC MOMENT FRAMES." In XI International Conference on Structural Dynamics. EASD, 2020. http://dx.doi.org/10.47964/1120.9366.19263.

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de Risi, M.-T., P. Ricci, G.-M. Verderame, and G. Manfredi. "ESTIMATION OF EFFECTIVE STIFFNESS OF INFILL PANELS AT DAMAGE LIMITATION LIMIT STATE FOR LOW- AND MID-RISE INFILLED RC FRAMES." In 4th International Conference on Computational 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, 2014. http://dx.doi.org/10.7712/120113.4714.c1322.

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Silva, Michel M., Mario F. M. Campos, and Erickson R. Nascimento. "Semantic Hyperlapse: a Sparse Coding-based and Multi-Importance Approach for First-Person Videos." In XXXII Conference on Graphics, Patterns and Images. Sociedade Brasileira de Computação - SBC, 2019. http://dx.doi.org/10.5753/sibgrapi.est.2019.8302.

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The availability of low-cost, high-quality personal wearable cameras combined with the unlimited storage capacity of video-sharing websites has evoked a growing interest in First-Person Videos (FPVs). Such videos are usually composed of long-running unedited streams captured by a device attached to the user body, which makes them tedious and visually unpleasant to watch. Consequently, there is a rise in the need to provide quick access to the information therein. To address this need, efforts have been applied to the development of techniques such as Hyperlapse and Semantic Hyperlapse, which a
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Reports on the topic "Low rise frames"

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SEISMIC FRAGILITY ANALYSIS OF STEEL FRAMES WITH FULLY-BOLTED CORE TUBE JOINTS. The Hong Kong Institute of Steel Construction, 2024. http://dx.doi.org/10.18057/ijasc.2024.20.3.1.

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Abstract:
In this paper, the joint parameters derived from testing the new fully-bolted core tube beam-column joint were utilized in the finite element analysis of the complete frame structure. The static elastic-plastic time-history analysis of 8, 12, 16, and 20-story steel frames with the braces was carried out. By comparing the maximum inter-layer displacement angles in the X and Y directions when the frame yielded, the rationality of the brace arrangement and the applicability of the new fully-bolted core tube beam-column joints in the multi-story and high-rise steel frames were confirmed. After div
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