Дисертації з теми "Building- Earthquake"
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Ito, Eri. "Integrated Earthquake Risk Evaluation for Mega-Thrust Earthquakes." Doctoral thesis, Kyoto University, 2021. http://hdl.handle.net/2433/263356.
Повний текст джерелаSalman, Firas, and Mouhammed Hussain. "Earthquake Resistant Wooden House." Thesis, Linnaeus University, School of Engineering, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-5908.
Повний текст джерелаWood-stud shear walls are commonly used to provide lateral stability against horizontal forces in wood houses. Therefore, accurate predictions of the deformation properties of shear walls are necessary in order to improve the design of wood frame houses against earthquake loading. The aim of this thesis is to increase damping capacity of wood-stud shear walls and hence improve wood frame houses resistance against earthquake.
The starting point has been the laboratory experiments of nail joint’s deformation properties. Purpose of the experiments was to determine material properties of a nail joint. The material properties have later been used as material input data in the finite element (FE) model of wood-stud shear wall elements under alternating lateral loading. FE results have shown that wood-stud shear wall element’s damping capacity is mainly dependent on nail joints properties, number of nail joints, wall dimension and the use of middle studs.
Skjuvväggar av trä används ofta för att ge stabilitet åt horisontalbelastade träshustommar. Därför är kunskaper om skjuvväggars deformationsegenskaper nödvändiga för att kunna förbättra utformningen av trästommar utsatta för jordbävningslaster. Syftet med detta examenarbete är att visa på olika sätt som ökar skjuvväggars absorberande energi eller dämpningskapacitet och som därigenom ger möjligheter att förbättra trästommars motstånd mot jordbävningslaster.
Utgångspunkten har varit laboratorieexperimenten avseende spikförbandens deformationsegenskaper. Syftet med experimenten var att bestämma materialegenskaper för två olika spikförband. Materialsambanden användes därefter som indata i finita element (FE) modeller av skjuvväggselement utsatta för växlande sidobelastning. FE resultaten har visat att skjuvväggars totala dämpningskapacitet beror i huvudsak på spikförbandets materialegenskaper, antal spikförband, väggdimensionen och användningen av mellanreglar.
McHattie, Samuel Alexander. "Seismic Response of the UC Physics Building in the Canterbury Earthquakes." Thesis, University of Canterbury. Civil and Natural Resource Engineering, 2013. http://hdl.handle.net/10092/8801.
Повний текст джерелаKoc, Ersan. "Commitment Building For Earthquake Risk Management: Reconciling." Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612619/index.pdf.
Повний текст джерелаnatural events&rdquo
which are out of human control. In fact, the sociopolitical structure is the main cause of earth tremors which turn into disasters. What is notable and striking is that, because of institutional and social vulnerabilities and little or misguided efforts for disaster loss mitigation, natural events may turn into disasters resulting negative and devastating consequences. Institutional vulnerabilities connote a lack of local administrations&rsquo
capacity for disaster mitigation planning, furthermore awareness for accreting local stakeholders for disaster loss reduction. Social vulnerabilities, refers to miss-knowledge and lack of awareness for disasters in the society. In Turkey, it is hard to say that there has never been efforts for disaster loss reduction, whereas
the main focus of the state agencies has been on post-disaster emergency relief, literally wound healing for decades. Generally speaking, localities which experience a disaster may encounter significant losses in development, hence a significant decrease in local capacities which takes enormous resources to restore. The housing stock and urban fabric, which inherit an historical background weaved by missguided disaster policy that only focus on post-disaster emergency relief phase, pictures the extent of the problem in Turkey. In addition, both &ldquo
institutional errors which lead to underachievement in disaster policy and practice&rdquo
and &ldquo
opportunities for building robust and resilient forms of institutions&rdquo
come into local agenda. Errors, which might have been altered by long term and comprehensive modes of local planning for disasters, may lead to underachievement by local agents. To achieve such a model, we are in need to carry out qualitative and quantitative data collecting and analyzing techniques in different phases. The two analysis techniques are in-depth interviews (IDI) and drawing Concept Maps that will be conducted in the analyses process with local respondents selected by snowball technique.
Vitoontus, Soravit. "Risk assessment of building inventories exposed to large scale natural hazards." Diss., Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/43676.
Повний текст джерелаMaples, Kenneth. "Optimal Control of a Building During an Earthquake." Scholarship @ Claremont, 2006. https://scholarship.claremont.edu/hmc_theses/184.
Повний текст джерелаHill, John C. "Building in the earthquake zone : American antifoundational theory." Thesis, Lancaster University, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.261013.
Повний текст джерелаArbabian, H. "Changes in building construction in an earthquake country." Thesis, University of Manchester, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.532983.
Повний текст джерелаSanchez-Silva, Mauricio. "A systems approach to earthquake vulnerability assessment." Thesis, University of Bristol, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.294584.
Повний текст джерелаKim, Jin Kyung. "A Conceptual Framework for Assessing Post-Earthquake Fire Performance of Buildings." Digital WPI, 2014. https://digitalcommons.wpi.edu/etd-theses/306.
Повний текст джерелаMajid, Taksiah A. "Structural pounding of an adjacent building under dynamic loading." Thesis, University of Liverpool, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.263904.
Повний текст джерелаKey, D. E. "The earthquake response of building structures with energy absorbing dampers." Thesis, University of Southampton, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.370492.
Повний текст джерелаXu, Xuan. "Earthquake protection of low-to-medium-rise buildings using rubber-soil mixtures." Click to view the E-thesis via HKUTO, 2009. http://sunzi.lib.hku.hk/hkuto/record/B43224192.
Повний текст джерелаMartin, David N. "Evaluation and comparison of a non-seismic design and seismic design for a low rise office building." Master's thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-03172010-020113/.
Повний текст джерелаRahgozar, Mohammad Ali. "Ductility and strength demands in building structures subjected to earthquake forces." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0006/NQ32349.pdf.
Повний текст джерелаChandler, Adrian Mark. "Coupled torsional response of single-storey building models to earthquake loading." Thesis, King's College London (University of London), 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.308733.
Повний текст джерелаYoo, Dong Y. "Repair time model for different building sizes considering the earthquake hazard." Thesis, California State University, Long Beach, 2016. http://pqdtopen.proquest.com/#viewpdf?dispub=10142981.
Повний текст джерелаRecent earthquakes devastated lives and destroyed a great stock of buildings. As a result, the earthquake-impacted regions incurred huge business and operation interruption losses. To minimize the business interruption losses through Performance-Based Seismic Design, there is an obvious need for a validated downtime model that would cover a large spectrum of building sizes and types. Building downtime consists of securing finances, mobilizing contractors, engineers and supplies, and the time to perform the actual repair, i.e., repair time. This study focuses on developing a model to characterize the repair time contribution to the downtime as an extension to FEMA P-58 Loss Assessment Methodology. The proposed repair time model utilizes the Critical Path Method for repair scheduling and realistic labor allocations that are based on the amount and severity of building damage. The model is validated on a significant sample of data collected through case studies from previous earthquakes, interviews with contractors, engineers, and inspectors. The proposed model also has a capability of scheduling resources to meet resource limitations that can either come from labor congestions or from a surge in demands following a disaster. The proposed resource scheduling method provides an efficient way of reducing the number of workers during labor congestions while minimizing its effect on the project duration. The final outcome is a realistic estimation of repair time associated with an earthquake.
Rahgozar, Mohammad Ali Carleton University Dissertation Engineering Civil and Environmental. "Ductility and strength demands in building structures subjected to earthquake forces." Ottawa, 1998.
Знайти повний текст джерелаIşık, Onur Turan Gürsoy. "Response improvement by using active control of an earthquake excited building/." [s.l.]: [s.n.], 2004. http://library.iyte.edu.tr/tezler/master/insaatmuh/T000482.doc.
Повний текст джерелаShaikhutdinov, Rustem V. "Structural damage evaluation : theory and applications to earthquake engineering /." Pasadena : California Institute of Technology, Earthquake Engineering Research Laboratory, 2004. http://caltecheerl.library.caltech.edu.
Повний текст джерелаXu, Xuan, and 许旋. "Earthquake protection of low-to-medium-rise buildings using rubber-soil mixtures." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2009. http://hub.hku.hk/bib/B43224192.
Повний текст джерелаGad, Emad F. "Performance of brick-veneer steel-framed domestic structures under earthquake loading /." Connect to thesis, 1997. http://eprints.unimelb.edu.au/archive/00003001.
Повний текст джерелаHuang, Xiameng. "Strategic placement of viscous dampers in steel buildings under strong earthquake ground motions." Thesis, University of Warwick, 2018. http://wrap.warwick.ac.uk/102450/.
Повний текст джерелаAl-Shawwa, Nasser. "Rapid estimation of earthquake damage on instrumented steel frame buildings using simplified tools: towards 'city scale' building simulation." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=119465.
Повний текст джерелаDans le contexte de la conception parasismique basée sur la performance (PBEE), il existe un besoin de développer des méthodes rapides d'évaluation de l'endommagement des bâtiments qui permettront aux intervenants de prendre des décisions éclairées dans leur gestion des ressources de sauvetage, l'estimation fiable des pertes économiques suite à un tremblement de terre dans une zone urbaine, ou bien la réhabilitation sismique des infrastructures endommagées. L'une des plus grandes difficultés rencontrées lors de l'évaluation de la fonctionnalité d'un bâtiment à ossature d'acier se présente lors de l'inspection technique détaillée, généralement requise suite à un tremblement de terre important. Ces inspections peuvent occasionner de longs retards avant le retour à la phase opérationnelle, et ce même lorsqu'un bâtiment est classé sécuritaire et fonctionnel. Pour pallier ces délais, cette thèse propose une méthodologie de calcul efficace qui permettra d'estimer rapidement la réponse maximale et le niveau d'endommagement probable d'un bâtiment en acier instrumenté dans une zone urbaine suite à un tremblement de terre de courte durée. Un modèle continu étalonné en quelques secondes avec un schéma d'optimisation de calcul efficace est proposé.. Le modèle utilise une version améliorée d'un modèle général de recherche ainsi que la méthode de minimisation modale. En appliquant le modèle numérique calibré aux réponses enregistrées aux étages instrumentés d'un bâtiment, il est possible d'obtenir le profil de déplacement inter-étage maximum. Ce profil est ensuite utilisé avec des courbes de fragilité qui indiquent la probabilité d'atteindre ou dépasser les états endommagés dans une connexion pré-qualifiée pour résister aux moments à l'intersection de la poutre et de la colonne. La méthodologie proposée est validée par un certain nombre de bâtiments instrumentés de type cadre en acier situés dans une zone hautement sismique en milieu urbain qui a subi un tremblement de terre. La comparaison entre les résultats du modèle et les dommages réels des bâtiments inspectés après le tremblement de terre indique une cartographie presque parfaite des dommages structuraux pour les bâtiments en acier avec des niveaux d'endommagement faible, intermédiaire et sévère. La méthodologie proposée pour l'évaluation rapide des dommages liés aux tremblements de terre sur les bâtiments instrumentés est utilisée pour illustrer le concept de "simulation des dommages à l'échelle urbaine" pour faciliter le déploiement des mesures d'urgence après un séisme. Pour cette application, nous avons utilisé les données de 22 stations situées en Californie qui ont enregistré le tremblement de terre de 1994 à Northridge. Des cartes répertoriant les dommages structuraux sont développées avec l'utilisation des SIG pour les bâtiments à ossature en acier autour de la région de Los Angeles. Il a été démontré que l'utilisation de la méthode proposée est également possible grâce à une application sur téléphone portable Android et qui permet à un ingénieur en structure de procéder à une évaluation qualitative "à la volée".
Muthukumar, Subrahmanyam. "The application of advanced inventory techniques in urban inventory data development to earthquake risk modeling and mitigation in mid-America." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/26662.
Повний текст джерелаCommittee Chair: French, Steven P.; Committee Member: Drummond, William; Committee Member: Goodno, Barry; Committee Member: McCarthy, Patrick; Committee Member: Yang, Jiawen. Part of the SMARTech Electronic Thesis and Dissertation Collection.
Weldelibanos, Fitsumberhan. "A survey of earthquake mitigation strategies & building principles for small traditional dwellings /." Thesis, McGill University, 1993. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=69746.
Повний текст джерелаLefki, Lkhider. "Critical evaluation of seismic design criteria for steel buildings." Thesis, McGill University, 1987. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63980.
Повний текст джерелаWeston, Neil R. "Development of energy dissipating ductile cladding for passive control of building seismic response." Diss., Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/13052.
Повний текст джерелаRamirez, Carlos Marcelo. "Building-specific loss estimation methods & tools for simplified performance-based earthquake engineering /." May be available electronically:, 2009. http://proquest.umi.com/login?COPT=REJTPTU1MTUmSU5UPTAmVkVSPTI=&clientId=12498.
Повний текст джерелаMoisidi, Margarita. "Geological geophysical and seismological investigations for earthquake hazard estimation in western Crete." Thesis, Brunel University, 2009. http://bura.brunel.ac.uk/handle/2438/4454.
Повний текст джерелаHsu, Cheng-Chieh. "Control of seismic response of building structures using passive cladding and active tendon systems." Diss., Georgia Institute of Technology, 1995. http://hdl.handle.net/1853/20747.
Повний текст джерелаKrishnan, Swaminathan. "Three-Dimensional Nonlinear Analysis of Tall Irregular Steel Buildings Subject to Strong Ground Motion." Thesis, Pasadena : California Institute of Technology, Earthquake Engineering Research Laboratory, 2004. http://caltecheerl.library.caltech.edu.
Повний текст джерела"September 2003." Includes bibliographical references. EERL report series available at their website: http://caltecheerl.library.caltech.edu.
Anil, Engin Burak. "Utilization of As-is Building Information Models Obtained from Laser Scan Data for Evaluation of Earthquake Damaged Reinforced Concrete Buildings." Research Showcase @ CMU, 2015. http://repository.cmu.edu/dissertations/499.
Повний текст джерелаSumer, Emre. "Earthquake Damage Detection Using Watershed Segmentation And Intensity-gradient Orientation Approaches." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605485/index.pdf.
Повний текст джерелаCivjan, Scott Adam. "Investigation of retrofit techniques for seismic resistant steel moment connections /." Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.
Повний текст джерелаKoohikamali, Mehrdad. "Assessment of Post-earthquake Building Damage Using High-resolution Satellite Images and LiDAR Data - a Case Study From Port-au-prince, Haiti." Thesis, University of North Texas, 2014. https://digital.library.unt.edu/ark:/67531/metadc700081/.
Повний текст джерелаKontrim, Kathryn L. "Seismic analysis of Fire Station No. One : a historic unreinforced masonry building /." Thesis, This resource online, 1996. http://scholar.lib.vt.edu/theses/available/etd-09042008-063734/.
Повний текст джерелаCevik, Deniz. "Determination Of The Change In Building Capacity During Earthquakes." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607085/index.pdf.
Повний текст джерелаHasdemir, Berna. "Analysis Of Existing Building Stock According To Mitigation Plan Objectives." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12611563/index.pdf.
Повний текст джерелаperfect fit&rsquo
can not be achieved if for nothing but due to the disregard of multi-hazard areas, hazardous activities and other vulnerabilities like timber buildings other than reinforced concrete in the district by the engineering survey. Several trials indicated that there is a trade-off between ratio of fit and the total volume of relative vulnerability assumed. Ratios like 70% or more could make the planning approach a preferable method owing to its nature of least time-consuming and costly alternative in the determination of what constitutes risk in any urban area. Ultimate assessment could be made with the occurance of the earthquake itself.
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.
Повний текст джерелаIncludes bibliographical references (leaves 127-131). Also available in electronic version. Access restricted to campus users.
Guler, Muhammet Ali. "Detection Of Earthquake Damaged Buildings From Post-event Photographs Using Perceptual Grouping." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/3/12604982/index.pdf.
Повний текст джерелаTahmilci, Fatih. "Analysis Of Blast Loading Effect On Regular Steel Building Structures." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/12609052/index.pdf.
Повний текст джерелаs with the event of bombing Alfred P. Murrah Federal building located in Oklahoma City this concern deepened and with the attack to World Trade Center twin towers on September 11, 2001 it is peaked. Recent design codes mainly focus on earthquake resistant design and strengthening of the structures. These code design methodologies may sometimes satisfy current blast resistant design philosophy, but in general code compliant designs may not provide recognizable resistance to blast effect. Therefore designer should carry out earthquake resistant design with the blast resistant design knowledge in mind in order to be able to select the most suitable framing scheme that provide both earthquake and blast resistance. This is only possible if designer deeply understands and interprets the blast phenomenon. In this study, it is intended to introduce blast phenomenon, basic terminology, past studies, blast loading on structures, blast structure interaction, analysis methodologies for blast effect and analysis for blast induced progressive and disproportionate collapse. Final focus is made on a case study that is carried out to determine whether a regular steel structures already designed according to Turkish Earthquake Code 2007 requirements satisfy blast, thus progressive collapse resistance requirements or not.
Hareer, Rahila Wardak. "Seismic response of building façade system with energy absorbing connections." Thesis, Queensland University of Technology, 2007. https://eprints.qut.edu.au/16537/1/Rahila_Hareer_Thesis.pdf.
Повний текст джерелаHareer, Rahila Wardak. "Seismic response of building façade system with energy absorbing connections." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16537/.
Повний текст джерелаOksuz, Arif. "Software Development For R/c Building Vulnerability Index And Member Importance Calculation." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12604847/index.pdf.
Повний текст джерелаBiddah, 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.
Повний текст джерелаWang, Jell, and 王傑兒. "Evaluation of Earthquake Design Regulation of Current Building Codes Using Earthquake Records." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/51760294217195542474.
Повний текст джерелаYassin, Mohmmad Hany. "Post-earthquake fire performance of building structures." Thesis, 2008. http://spectrum.library.concordia.ca/975932/1/MR45358.pdf.
Повний текст джерелаDing, Bo-Ting, and 丁柏廷. "Earthquake Response Control of Building Using Skin Facades." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/47309538421007735953.
Повний текст джерела國立臺灣大學
土木工程學研究所
102
This research designs a type of skin facade (SF system) to control 1st mode vibration of primary structure. Three experimental cases are conducted in order to compare the control effectiveness of each case. A set of SF system consists of a window-shaped plate and two viscos dampers. The vibration of the window-shaped plate can provide additional stiffness to the primary structure. The window-shaped plate can be installed additional mass to tune the vibration frequency. Thus, the stiffness provided by SF system can be altered. The installment of two viscos dampers can provide additional damping to the primary structure. The concept of this SF system is similar to the conventional tuned mass dampers. Both systems contain a dashpot system to absorb energy. Furthermore, the vibration of the window-shape plate can also regulate the atmosphere and make this SF system more eco-friendly. The primary structure is NEREE’s eight-floor shear frame building. Three cases are conducted on shaking table. The EL Centro, Kobe, and TUC129 excitations are used for shaking table test. Performance test of viscos dampers are conducted before shaking table test to identify damping coefficient. Use subspace identification method to identify the dynamic properties of SF systems and compare the results with each case. The primary structure motion can be substantially reduced by SF systems introduced in this research. However, some case’s control effectiveness is limited. Investigating the inferior case and the perfect case by analyzing transfer function of SF system can find difference between two cases and give a reasonable explanation. Further research is required for adjust the mechanism of the SF system to make the control effectiveness more effective.
Hsu, Ming-Kai, and 許銘凱. "Using Earthquake Building Damage Data in Establishing Building Fragility Curves and its Application." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/41023286956152863523.
Повний текст джерела國立中央大學
地球科學學系
105
The assessment of the seismic risk for the city represent an important resources in order to measure the potential losses due to future earthquake. The evaluation of seismic risk involves the combination of three main components: seismic hazard model, exposure model defining the spatial distribution of elements exposed to the hazard and vulnerability functions capable of describing the distribution of percentage of loss for a set of intensity measure levels. Building fragility curve is an important component to influence the seismic risk. The fragility curves in this study will be made based on the building damage records collected from the 1999 Chi-Chi and 2016 Meinong earthquakes. The fragility curves in Taiwan were previously developed based on the value in peak ground acceleration (PGA). In the knowledge finding on the relation of hazard to damage as to be risk related, PGA is not a critical parameter for this estimation. In view of this, we intend to develop building fragility curves in other strong motion parameters (e.g., peak ground velocity or revised intensity). By using maximum likelihood estimation method we estimate the building damage and economic loss in comparison to the previously established PGA-based curves. In this case the reliability of the building damage and economic losses for our result are higher than the estimation from pre-existing fragility. We implemented both the pre-existing fragility curves and those we have obtained to the probabilistic seismic risk assessment for Taipei and Tainan City. Our intention is to give the new building fragility curves in different types of intensity and the first attempt on the modeling the seismic risk on an open platform for Taiwan.