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Dissertations / Theses on the topic 'Low rise frames'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

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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2

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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3

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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4

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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6

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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7

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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8

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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9

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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10

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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11

CORINI, ANTONIA. "Applicazione del diritto alimentare nell’Unione europea. Poteri pubblici e schemi privati per gestire le violazioni del diritto alimentare." Doctoral thesis, Università Cattolica del Sacro Cuore, 2018. http://hdl.handle.net/10280/39865.

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La tesi si incentra sull’applicazione del diritto europeo in materia alimentare. L’elaborato prende il via dall’analisi degli obiettivi fondamentali e degli strumenti principali del diritto alimentare, del suo sviluppo storico e delle questioni che ha affrontato. L’applicazione del diritto alimentare è studiata esaminando il sistema dei controlli nell’Unione europea e la correlata implementazione sia da parte degli Operatori del settore alimentare sia da parte delle Autorità Competenti in due Stati membri (Italia e Olanda). Vengono, altresì, esaminati casi pratici in cui sono state rintraccia

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CORINI, ANTONIA. "Applicazione del diritto alimentare nell’Unione europea. Poteri pubblici e schemi privati per gestire le violazioni del diritto alimentare." Doctoral thesis, Università Cattolica del Sacro Cuore, 2018. http://hdl.handle.net/10280/39865.

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La tesi si incentra sull’applicazione del diritto europeo in materia alimentare. L’elaborato prende il via dall’analisi degli obiettivi fondamentali e degli strumenti principali del diritto alimentare, del suo sviluppo storico e delle questioni che ha affrontato. L’applicazione del diritto alimentare è studiata esaminando il sistema dei controlli nell’Unione europea e la correlata implementazione sia da parte degli Operatori del settore alimentare sia da parte delle Autorità Competenti in due Stati membri (Italia e Olanda). Vengono, altresì, esaminati casi pratici in cui sono state rintraccia

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13

Ssu, Shuen-Wei, and 司順瑋. "The Experiment and Analysis of Low-rise Shear Walls In-filled in RC Frames." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/mvkwn4.

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碩士<br>國立臺北科技大學<br>土木與防災研究所<br>96<br>In this research, an analysis model and a new type of reinforcement detail for shear walls were developed by numerical modeling and experiments. After performing static plane stress analysis by using SAP2000 program, the magnitudes and directions of maximum principal stress and shear stress were found. By comparing the analysis results with the tensile strength and shear strength of concrete, we get the crack models of shear walls and the new designed shear wall was developed accordingly. In order to verify the viability of the new design, we built a pure fr

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14

Danila, Nicolae Ionel. "NUMERICAL MODELING AND DESIGN OF LOW-RISE CONCENTRICALLY BRACED FRAMES WITH DOUBLE-PIN DISSIPATIVE CONNECTIONS." Thesis, 2013. http://spectrum.library.concordia.ca/978223/10/Danila_MASc_S2014.pdf.

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Concentrically braced frames, CBFs, are the most popular systems used in seismic areas in Canada, due to their large stiffness. However, after braces buckle in compression, their stiffness is significantly reduced and their hysteresis response, displayed in terms of force-displacement, shows an asymmetric behavior. To overcome this drawback, researchers proposed to add fuses that were conceived to be installed either in braces or brace-to-frame connections. The purpose of these fusses is to dissipate the earthquake input energy, while preserving braces to respond in elastic range. In this thes

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15

Caprarelli, Cristina. "Modelling and Design of Earthquake Resistant Low-Rise Concentrically Braced Frames with Dissipative Single-Pin Connections." Thesis, 2012. http://spectrum.library.concordia.ca/974716/4/Caprarelli_MASc_F2012.pdf.

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16

Yaw, Shen Tu, and 涂耀賢. "An Analytical Study of the Lateral Load-Deflection Responses of Low Rise RC Walls and Frames." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/09306191473537668243.

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博士<br>國立臺灣科技大學<br>營建工程系<br>93<br>According to the post-earthquake reconnaissance of the Chi-Chi earthquake, the low-rise RC buildings were highly vulnerable to the earthquake. On the other hand, a substantial amount of the low-rise RC buildings with sufficient partition walls survived from the Chi-Chi earthquake. However, the present codes do not provide sufficient design information related to the prediction of behavior of shear walls, especially in the estimation of deflection. For example, it is well known that the deflection

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17

Jang, Seokkwon. "Evaluation of ultimate strength of low-rise steel building frames and components using wind tunnel data /." Diss., 2003. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3117157.

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18

Yu, Ming-Sung, and 余明松. "Experiment Research of Low-Rise Reinforced Concrete Framed-Shearwalls Interaction." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/dp8tc7.

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19

Patel, Snehash. "Earthquake resistant design of low-rise open ground storey framed building." Thesis, 2012. http://ethesis.nitrkl.ac.in/3910/1/final_E_thesis.pdf.

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Presence of infill walls in the frames alters the behaviour of the building under lateral loads. However, it is common industry practice to ignore the stiffness of infill wall for analysis of framed building. Engineers believe that analysis without considering infill stiffness leads to a conservative design. But this may not be always true, especially for vertically irregular buildings with discontinuous infill walls. Hence, the modelling of infill walls in the seismic analysis of framed buildings is imperative. Indian Standard IS 1893: 2002 allows analysis of open ground storey buildings with

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20

Bakhtavar, Mark S. "Seismic behavior & computer modeling of low-rise steel frame structures." Thesis, 2000. http://hdl.handle.net/2429/10526.

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Recorded motion of structures during recent earthquakes provide valuable information on the performance of various types of the buildings under seismic loading. This information can be used to evaluate the accuracy of structural analysis techniques and the efficiency of the current design methods. The objective of the first part of this study was to extract as much information as possible from the recorded motion of 11 well instrumented low-rise steel frame buildings in California, which experienced the 1987 Whittier, 1989 Loma Prieta, 1992 Landers and 1994 Northridge Earthquakes. The r

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21

"Multi-Hazard Damage Mitigation for Low-Rise Wood-Framed Structures using a CarbonFlex Composite." Doctoral diss., 2013. http://hdl.handle.net/2286/R.I.20964.

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abstract: This study focused on investigating the ability of a polymeric-enhanced high-tenacity fabric composite called CarbonFlex to mitigate damages from multi-natural hazards, which are earthquakes and tornadoes, in wood-framed structures. Typically, wood-framed shear wall is a seismic protection system used in low-rise wood structures. It is well-known that the main energy dissipation of the system is its fasteners (nails) which are not enough to dissipate energy leading to decreasing of structure's integrity. Moreover, wood shear walls could not sustain their stiffness after experiencing

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22

Hsu, Fu-Chen, and 徐福鎮. "Refrofit Test of Low Rise Renforced Concrete Structure by Adding Steel Frame and Damper." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/23663724300348122813.

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23

Melnichuk, Svetlana Valeryevna. "Hygrothermal design methodology for exterior wood-frame walls in Canadian low-rise residential construction." 2007. http://link.library.utoronto.ca/eir/EIRdetail.cfm?Resources__ID=788856&T=F.

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24

LI, YI-XUN, and 李奕勳. "The seismic resistance capacity evaluation of the low-rise RC frame-wall building structures." Thesis, 1990. http://ndltd.ncl.edu.tw/handle/37617604569367021262.

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25

Chuan, Chun-Chai, and 莊鈞再. "A Study On Pushover Analysis of Low Rise Reinforced Concrete Wall Filled Within Frame Structure." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/2f7ubt.

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碩士<br>國立臺北科技大學<br>土木與防災研究所<br>94<br>This paper focuses on the pushover analysis of the low-rise reinforced concrete (RC) wall filled within the frame structure. Incorporating with equilibrium and compatibility conditions, the softened model of the concrete as well as the elastoplastic model of the reinforcement was taken into account for the analysis of the contribution of the RC wall, based on the fixed angle softened truss model. Accordingly, the load-deformation relation of the wall subjected to monotonic lateral load can be analyzed through the proposed procedure. In order to simplify the

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26

XIE, GU0-REN, and 謝國仁. "The rigorous inelastic analysis for R.C. medium and low-rise framed building and comparison with the shear-model." Thesis, 1986. http://ndltd.ncl.edu.tw/handle/64722304580680728231.

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27

BLOCK, Laura. "Regulating Social Membership and Family Ties: policy frames on spousal migration in Germany." Doctoral thesis, 2012. http://hdl.handle.net/1814/22685.

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Defence date: 18 May 2012<br>Examining Board: Rainer Bauböck (Supervisor EUI); Martin Kohli (Co-supervisor EUI); Anne Philips (LSE); Kees Groenendijk (Universiteit Nijmegen).<br>PDF of thesis uploaded from the Library digital archive of EUI PhD theses<br>Migration policy-making in liberal democracies has long been explained by highlighting how “liberal constraints” compel governments to respect individual rights when devising migration policies. Family-related migration is based entirely on the individual right to protection of the family of members of society (citizens or long-term resid

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