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Segreti, John Michael. "Fatigue analysis methods in offshore structural engineering". Thesis, Georgia Institute of Technology, 1991. http://hdl.handle.net/1853/19287.
Pełny tekst źródłaLiu, Wenjie. "Structural dynamic analysis and testing of coupled structures". Thesis, Imperial College London, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.246801.
Pełny tekst źródłaKeyhani, Ali. "A Study On The Predictive Optimal Active Control Of Civil Engineering Structures". Thesis, Indian Institute of Science, 2000. https://etd.iisc.ac.in/handle/2005/223.
Pełny tekst źródłaKeyhani, Ali. "A Study On The Predictive Optimal Active Control Of Civil Engineering Structures". Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/223.
Pełny tekst źródłaUwizerimana, Salome. "Structural Modeling and Dynamic Analysis of Nuclear Power Plant Structures". The Ohio State University, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=osu1449489161.
Pełny tekst źródłaVan, Rooyen G. C. (Gert Cornelis). "Structural analysis in a distributed collaboratory". Thesis, Stellenbosch : Stellenbosch University, 2002. http://hdl.handle.net/10019.1/53069.
Pełny tekst źródłaENGLISH ABSTRACT: Structural analysis is examined in order to identify its essential information requirements, its fundamental tasks, and the essential functionalities that applications which support it should provide. The special characteristics of the information content of structural analysis and the algorithms that operate on it are looked into and exploited to devise data structures and utilities that provide proper support of the analysis task within a local environment, while presenting the opportunity to be extended to the context of a distributed network-based collaboratory as well. Aspects regarding the distribution of analysis parameters and methods are analysed and alternatives are evaluated. The extentions required to adapt the local data structures and utilities for use in a distributed communication network are developed and implemented in pilot form. Examples of collaborative analysis are shown, and an evaluation of the overhead involved in distributed work is performed.
AFRIKAANSE OPSOMMING: 'n Ondersoek van die struktuuranalise-taak word uitgevoer waarin die kerninligtingsbehoeftes en fundamentele take daarvan, asook die vereisde funksionaliteit van toepassings wat dit ondersteun bepaal word. Die besondere eienskappe van struktuuranalise-inligting en die algoritmes wat daarop inwerk word ondersoek en benut om data strukture en metodes te ontwikkel wat die analise-taak goed ondersteun in In lokale omgewing, en wat terselfdertyd die moontlikheid bied om sodanig uitgebrei te word dat dit ook die taak in 'n verspreide samewerkingsgroepering kan ondersteun. Aspekte van die verspreiding van analiseparameters en metodes word ondersoek en alternatiewe oplossings word evalueer. Die uitbreidings wat nodig is om die datastrukture en metodes van die lokale omgewing aan te pas vir gebruik in verspreide kommunikasienetwerke word ontwikkel en in loodsvorm toegepas. Voorbeelde van samewerking-gebasseerde analise word getoon, en die oorhoofse koste verbonde aan analise in 'n verdeelde omgewing word evalueer.
Jang, Jae Won. "Characterization of live modeling performance boundaries for computational structural mechanics /". Thesis, Connect to this title online; UW restricted, 2007. http://hdl.handle.net/1773/10178.
Pełny tekst źródłaFASAN, MARCO. "ADVANCED SEISMOLOGICAL AND ENGINEERING ANALYSIS FOR STRUCTURAL SEISMIC DESIGN". Doctoral thesis, Università degli Studi di Trieste, 2017. http://hdl.handle.net/11368/2908191.
Pełny tekst źródłaNowadays, standard “Performance Based Seismic Design” (PBSD) procedures rely on a “Probabilistic Seismic Hazard Analysis” (PSHA) to define the seismic input. Many assumptions underlying the probabilistic method have been proven wrong. Many earthquakes, not least the Italian earthquake sequence of 2016 (still in progress), have shown the limits of a PBSD procedure based on PSHA. Therefore, a different method to define the seismic hazard should be defined and used in a PBSD framework. This thesis tackles this aspect. In the first chapter a review of the standard PBSD procedures is done, focusing on the link between the seismic input and the acceptable structural performance level for a building. It is highlighted how, at least when evaluating the Collapse Prevention Level (CP), the use of a probabilistic seismic input should be avoided. Instead, the concept of “Maximum Design Seismic Input” (MDSI) is introduced. This input should supply Maximum Credible Earthquake (MCE) level scenario ground motions, in other words an “upper bound” to possible future earthquake scenarios. In the second chapter an upgrade of the “Neo Deterministic Seismic Hazard Assessment” (NDSHA) is proposed to find MDSI, henceforth called NDSHA-MDSI. NDSHA is a physics-based approach where the ground motion parameters of interest (e.g. PGA, SA, SD etc.) are derived from the computation of thousands of physics-based synthetic seismograms calculated as the tensor product between the tensor representing in a formal way the earthquake source and the Green’s function of the medium. NDSHA accommodates the complexity of the source process, as well as site and topographical effects. The comparison between the NDSHA-MDSI response spectra, the Italian Building Code response spectra and the response spectra of the three strongest events of the 2016 central Italy seismic sequence is discussed. Exploiting the detailed site-specific mechanical conditions around the recording station available in literature, the methodology to define NDSHA-MDSI is applied to the town of Norcia (about five km from the strongest event). The results of the experiment confirm the inadequacy of the probabilistic approach that strongly underestimated the spectral accelerations for all three events. On the contrary, NDSHA-MDSI supplies spectral accelerations well comparable with those generated by the strongest event and confirms the reliability of the NDSHA methodology, as happened in previous earthquakes (e.g. Aquila 2009 and Emilia 2012). In the third chapter a review of the PBSD is done. It emphasizes the arbitrariness with which different choices, at present taken for granted all around the world, were taken. A new PBSD framework based on the use of MDSI is then proposed. This procedure is independent from the arbitrary choice of the reference life and the probability of exceedance. From an engineering point of view, seismograms provided by NDSHA simulations also allow to run time history analysis using site specific inputs even where no records are available. This aspect is evidenced in chapter four where a comparison between some Engineering Demand Parameters (EDP) on a steel moment resisting frame due to natural and synthetic accelerograms are compared. This thesis shows that, at least when assessing the CP level, the use of PSHA in a PBSD approach should be avoided. The new PBSD framework proposed in thesis and based on NDSHA-MDSI computation, if used, could help to prevent collapse of buildings and human losses hence to build seismic resilient systems and to overcome the limits of probabilistic approaches. Not least, the availability of site specific accelerograms could lead to wider use of Non-Linear Time History Analysis (NLTHA) hence to a better understanding of the seismic behaviour of structures.
El-Labbar, O. F. A. "Formex graphics in structural analysis". Thesis, University of Surrey, 1986. http://epubs.surrey.ac.uk/847403/.
Pełny tekst źródłaVogel, Ryan N. "Structural-Acoustic Analysis and Optimization of Embedded Exhaust-Washed Structures". Wright State University / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=wright1374833633.
Pełny tekst źródłaALLEN, JAMES H. III. "EFFECTS OF SUBCOMPONENT ANALYSIS IN PREDICTING OVERALL STRUCTURAL SYSTEM DYNAMIC RESPONSE". University of Cincinnati / OhioLINK, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1172819490.
Pełny tekst źródłaUshaksaraei, Reza. "Numerical analysis of structural masonry /". *McMaster only, 2002.
Znajdź pełny tekst źródłaShaikhutdinov, 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.
Pełny tekst źródłaBoz, Berk. "Structural Analysis Of Historic Aspendos Theatre". Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607115/index.pdf.
Pełny tekst źródłaLee, Joo-Sung. "Reliability analysis of continuous structural systems". Thesis, University of Glasgow, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.299455.
Pełny tekst źródłaCui, W. C. "Uncertainty analysis in structural safety assessment". Thesis, University of Bristol, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.303742.
Pełny tekst źródłaRatcliffe, Colin Paul. "Dynamic structural modelling for time domain analysis". Thesis, University of Southampton, 1985. https://eprints.soton.ac.uk/52303/.
Pełny tekst źródłaDrazin, Paul Luke. "Modeling and Analysis of Elements in Structural Mechanics". Thesis, University of California, Berkeley, 2017. http://pqdtopen.proquest.com/#viewpdf?dispub=10276506.
Pełny tekst źródłaThe focus of this work is to advance the theoretical and modeling techniques for the fields of hybrid simulation and multi-slider friction pendulum systems (MSFPs). Hybrid Simulation is a simulation technique involving the integration of a physical system and a computational system with the use of actuators and sensors. This method has a strong foundation in the experimental mechanics community where it has been used for many years. The hybrid simulation experiments are performed with the assumption of an accurate result as long as the main causes of error are reduced. However, the theoretical background on hybrid testing needs to be developed in order validate these findings using this technique. To achieve this objective, a model for hybrid simulation is developed and applied to three test cases: an Euler-Bernoulli beam, a nonlinear damped, driven pendulum, and a boom crane structure. Due to the complex dynamics that these three test cases exhibit, L2 norms, Lyapunov exponents, and Lyapunov dimensions, as well as correlation exponents were utilized to analyze the error in hybrid simulation tests. From these three test cases it was found that hybrid simulations are highly dependent on the natural frequencies of the dynamical system as well as how and where the hybrid split is located. Thus, proper care must be taken when conducting a hybrid experiment in order to guarantee reliable results.
Multi-stage friction pendulum systems (MSFPs), such as the triple friction pendulum (TFP), are currently being developed as seismic isolators. However, all current analytical models are inadequate in modeling many facets of these devices. Either the model can only handle uni-directional ground motions while incorporating the kinetics of the TFP system, or the model ignores the kinetics and can handle bi-directional motion. And in all cases, the model is linearized to simplify the equations. The second part of this dissertation presents an all-in-one model that incorporates the full nonlinear kinetics of the TFP system, while allowing for bi-directional ground motion. In this way, the model presented here is the most complete single model currently available. It was found that the non-linear model can more accurately predict the experimental results for large displacements due to the nonlinear kinematics used to describe the system. The model is also able to successfully predict the experimental results for bi-directional ground motions.
Hahn, Steven R. "An evaluation of acoustic response to structural modification". Diss., Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/17023.
Pełny tekst źródłaDownes, Jonathan. "Structural analysis and reliability of high speed craft". Thesis, University of Newcastle Upon Tyne, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.289101.
Pełny tekst źródłaWeber, Marc Anton. "Stochastic structural analysis of engineering components using the finite element method". Doctoral thesis, University of Cape Town, 1993. http://hdl.handle.net/11427/8476.
Pełny tekst źródłaThis thesis investigates probabilistic and stochastic methods for structural analysis which can be integrated into existing, commercially available finite element programs. It develops general probabilistic finite element routines which can be implemented within deterministic finite element programs without requiring major code development. These routines are implemented in the general purpose finite element program ABAQUS through its user element subroutine facility and two probabilistic finite elements are developed: a three-dimensional beam element limited to linear material behaviour and a two-dimensional plane element involving elastic-plastic material behaviour. The plane element incorporates plane strain, plane stress and axisymmetric formulations. The numerical accuracy and robustness of the routines are verified and application of the probabilistic finite element method is illustrated in two case studies, one involving a four-story, two-bay frame structure, the other a reactor pressure vessel nozzle. The probabilistic finite element routines developed in this thesis integrate point estimate methods and mean value first order methods within the same program. Both methods require a systematic sequence involving the perturbation of the random parameters to be evaluated, although the perturbation sequence of the methods differ. It is shown that computer-time saving techniques such as Taylor series and iterative perturbation schemes, developed for mean value based methods, can also be used to solve point estimate method problems. These efficient techniques are limited to linear problems; nonlinear problems must use full perturbation schemes. Finally, it is shown that all these probabilistic methods and perturbation schemes can be integrated within one program and can follow many of the existing deterministic program structures and subroutines. An overall strategy for converting deterministic finite element programs to probabilistic finite element programs is outlined.
Bleichner, Noah G. "A Comparative Study on Seismic Analysis Methods and the Response of Systems with Classical and Nonclassical Damping". DigitalCommons@CalPoly, 2020. https://digitalcommons.calpoly.edu/theses/2219.
Pełny tekst źródłaEklind, Alexander. "Structural analysis of a washer machine cylinder". Thesis, University of Skövde, School of Technology and Society, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-3937.
Pełny tekst źródłaThis thesis focuses on the structural behavior of a washer machine cylinder. The cylinder is the component in the washing machine that rotates and keeps the laundry in place. The aim of this thesis is to determine the maximum load applied to the cylinder at which crack propagation occurs. Three experiments are performed to determine the structural behavior of the cylinder. Two experiments are performed to estimate mechanical properties i.e. stress-strain relation and critical fracture energy of the stainless steel sheet in use today. This is to derive a good estimation of the maximum load the cylinder can endure. The third type of experiment is performed to determine the strains on the outer surface of the cylinder when an evenly distributed load, 11 kg, and 2200 revolution per minute are applied on the inner surface of the cylinder. Three numerical models are performed from these three types of experiments which gives an estimation of the work to be done to propagate the crack at 15 kg and 2400 rpm. The question is if this load is overestimated to start crack propagation? This load is considerably higher than the washer machines operating speed.
Akış, Tolga. "Lateral load analysis of shear wall-frame structures". Ankara : METU, 2004. http://etd.lib.metu.edu.tr/upload/12604713/index.pdf.
Pełny tekst źródłaKattoua, Khaled. "Floating production storage offloading unit structural fatigue analysis". Thesis, City University London, 2003. http://openaccess.city.ac.uk/7657/.
Pełny tekst źródłaPinfold, Martyn Keith. "Composite mechanical properties for use in structural analysis". Thesis, University of Warwick, 1995. http://wrap.warwick.ac.uk/3995/.
Pełny tekst źródłaFalzon, Christopher. "Pattern solver for the static and dynamic analysis of framework models /". [Hong Kong : University of Hong Kong], 1985. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12315588.
Pełny tekst źródłaMadden, Patrick. "The influence of structural details, geotechnical factors and environs on the seismic response of framed structures". Thesis, University of Dundee, 2014. https://discovery.dundee.ac.uk/en/studentTheses/c24ae223-999c-407c-bd3f-b461708dcbb3.
Pełny tekst źródłaCharumas, Bulakorn. "A NEW TECHNIQUE FOR STRUCTURAL RELIABILITY ANALYSIS". MSSTATE, 2008. http://sun.library.msstate.edu/ETD-db/theses/available/etd-04032008-102436/.
Pełny tekst źródłaIzzuddin, Bassam Afif. "Nonlinear dynamic analysis of framed structures". Thesis, Imperial College London, 1990. http://hdl.handle.net/10044/1/8080.
Pełny tekst źródłaEl-Erris, Hazim Faysal. "Finite element analysis of shell structures". Thesis, Cardiff University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.329658.
Pełny tekst źródłaBridgett, Stephen John. "Detail suppression of stress analysis models". Thesis, Queen's University Belfast, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.387980.
Pełny tekst źródłaTrim, A. D. "Probabilistic dynamic analysis of offshore structures". Thesis, Cranfield University, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.376215.
Pełny tekst źródłaHadjiyiannis, Nicholas. "Structural and economic analysis of capesize bulk carriers". Thesis, Massachusetts Institute of Technology, 2010. http://hdl.handle.net/1721.1/61605.
Pełny tekst źródłaCataloged from PDF version of thesis.
Includes bibliographical references (p. 935-1001).
Structural failures of bulk carriers continue to account for the loss of many lives every year. Capes are particularly vulnerable to cracking because of their large length, their trade in high density cargos, and the high rates of cargo operations. Rapid loss often occurs allowing little reaction time which has alarmed the industry. The Cape market is extremely volatile with ship values appreciating in some cases by over 500% and then returning to original levels, all within a few years. Recent market changes have rendered conventional pricing methods inaccurate and often inapplicable, resulting in a pressing need for alternate valuation models. Very little research combines the closely interlinked technical and financial elements which are crucial for valuation and decision making by various parties in the shipping industry. The present research involves the collection and analysis of one of the largest ship cracking surveys. It is focused specifically on capes which lie at the core of the problem and is based on the records of ship owners, classification societies and shipyards. A location coding system was specifically designed to analyze the data and present the frequency, size and estimated crack growth rates with respect to location and ship age. The results were compared with existing knowledge based on surveys conducted over the past 50 years, the stress distribution based on an investigation of loading patterns, and theoretical fracture mechanics predictions. They were then combined with the frequency of crack failures, derived from an investigation of an extensive fleet sample, to develop a reliability model which yields the hazard function throughout the ship's life. Repair procedures and design modifications were also examined and a model was designed to assess their cost effectiveness based on the present value of projected crack costs. The crack repair costs were calculated as a function of ship age to be used in conjunction with the safety assessment for decision making by ship owners, insurance companies, classification societies and others. A new state of the art valuation model was developed combining both technical and financial aspects in a fundamental valuation based on risk-adjusted discounting of expected cash flows. A forward view of the main parameters was obtained from derivatives and financial securities that include shipping futures, FFAs, options, interest rate swaps and inflation protected bonds. The inherent risk of cracks is treated as a fictitious credit risk, derived from the reliability model, and is incorporated into the discount rate along with other risk premiums. Other inputs include repair costs and off-hire time, which were calculated with respect to ship age using a database of repairs, while the records of public and private companies were used along with surveys to estimate operating expenses. The resulting valuations were found to be in very close alignment with recent transaction prices across all ship ages. The model also estimates the volatility of the ship value and uses it to price optionalities that are often included in ship transactions. The combination of technical and financial analysis of this thesis is valuable to many involved in the shipping industry including brokers, accountants, analysts, shipping banks and investors interested in valuation; ship owners when making managerial or investment decisions; shipyards when designing ships, setting prices and deciding payment structures and options; insurance companies when covering total loss or emergency repairs; the IMO when setting regulations; and classification societies when scheduling inspections and deciding which areas to focus on.
by Nicholas Andrew Hadjiyiannis.
Ph.D.
Sharma, Kashika. "Wireless bicycle assist : structural analysis of outer casing". Thesis, Massachusetts Institute of Technology, 2009. http://hdl.handle.net/1721.1/54496.
Pełny tekst źródłaCataloged from PDF version of thesis.
Includes bibliographical references (p. 23).
Although cost effective and environmentally friendly, bicycles are impractical for many users due to the required strength and physical exertion. The GreenWheel is a set of mechanical and electronic devices that provide adjustable amounts of torque to a bicycle wheel to assist the rider in pedaling. This device makes bicycles accessible to a much larger fraction of the population. The device consists of two main modules, one of which is mounted on the handlebar, allowing the user a convenient way to set a desired torque output. It functions to wirelessly convey this information to the second main module, which mounts at the center of the rear wheel of the bicycle and is designed to exert a user-desired amount of torque to the wheel. The inner portion of this module contains a motor layout, including batteries, solenoids, and magnets. The outer portion of this module is a casing that rotates on bearings on the bicycle shaft. It is held in place by the spokes of the wheel that attach to the holes at the circumference of the device. Originally the device was designed to operate using brushed DC motors. Realizing the potential of brushless DC motors, brushed DC motors were abandoned in the design of the actual product that will be released in the market. This change required a complete redesign of the inner casing that stored the motor. This also created the need to redesign the outer casing to provide the device with the proper structural integrity and a more appealing and elegant design. This thesis focuses on the redesign of the outer casing, the analysis of its two critical components, and its aesthetics. One of its two critical components is the material of spoke-holes on the circumference of the outer casing to which the spokes will be attached. It was evaluated for the amount of shear that it will experience as a result of spoke tension. The second critical component is the material of the bicycle shaft to which the motor was attached. It was analyzed to prevent failure from shearing due to the electromagnetic forces created by the motor coils. In addition, aesthetics and ease of assembly and servicing were also considered in the design of the device. The area of the outer casing that surrounds the spoke-holes was analyzed using the largest amount of force that it will experience from the spokes. It was found that these areas that surround the spoke-holes are strong enough to withstand the shear stress from the spokes. The shaft was designed to withstand the torsion generated during the operation of the motor.
by Kashika Sharma.
S.B.
Caplan, Noah S. "Structural analysis of automating measurements of floor gradients". Thesis, Massachusetts Institute of Technology, 2011. http://hdl.handle.net/1721.1/68828.
Pełny tekst źródłaCataloged from PDF version of thesis.
Includes bibliographical references (p. 26).
It is useful for one owning or buying a house to be able to assess its structure and identify the existence and severity of any damage. No previously existing method appears to make this assessment easily available. This thesis predicts that architecture will fail in some combination of eleven predictable ways that a simple robot can observe and distinguish by measuring the slope of select points on the floor. This prediction was tested on a case study house, and the model predicted 78.7% of the observed contour. A compact robot was fabricated and measurements of inclination were compared with those of a standard digital inclinometer. The ratio of the angle measured with the robot to that measured with the inclinometer was found to be 1.034 ± 0.193. This proof-of-concept study indicates that an inexpensive robot could be developed as a commercial product capable of assessing the structural safety of common houses.
by Noah S. Caplan.
S.B.
Qin, Yi. "Numerical analysis of inelastic local web buckling capacity of coped steel I-beam". Thesis, University of Macau, 2012. http://umaclib3.umac.mo/record=b2586272.
Pełny tekst źródłaCuller, Adam John. "Coupled Fluid-Thermal-Structural Modeling and Analysis of Hypersonic Flight Vehicle Structures". The Ohio State University, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=osu1280930589.
Pełny tekst źródłaWang, Po. "Tumour vessel structural analysis and its application in image analysis". Thesis, University of Oxford, 2010. http://ora.ox.ac.uk/objects/uuid:bb6c8bab-256a-45f7-b2a5-acf5ea28403d.
Pełny tekst źródłaKingwill, Barry. "Ship structural analysis using finite element analysis and onboard stress monitoring methods". Master's thesis, University of Cape Town, 2001. http://hdl.handle.net/11427/9734.
Pełny tekst źródłaThis dissertation covers the application of finite element analysis and hull stress monitoring and measuring methods, in the current day design of, and/or the analysis of ship structures.
Lin, Chin-Yuan, i 林錦源. "Computer Aided Engineering in Structural Analysis". Thesis, 1994. http://ndltd.ncl.edu.tw/handle/53832155706894286803.
Pełny tekst źródła國立海洋大學
造船工程學系
82
Computer has been used for years in the field of structure analysis. However ,only individual program is used for each different step in the whole procedure of analysis work. In this project , the concept of concurrent engineering is used in the computer aided structure analysis. Integration of the generation of structure model, creation of finite element mesh ,analysis and studies of the results and futhermore to the modification of the model with reanalysis works are studied thoroughly. The whole process is executed under the Windows system on a personal computer which is useful for the improvement of the efficiency of computer aided structure analysis.
Karuna, K. "Structural Safety Analysis with Alternative Uncertainty Models". Thesis, 2015. http://etd.iisc.ac.in/handle/2005/3823.
Pełny tekst źródłaKaruna, K. "Structural Safety Analysis with Alternative Uncertainty Models". Thesis, 2015. http://etd.iisc.ernet.in/2005/3823.
Pełny tekst źródłaPolitis, Nikolaos P. "Wavelets based time-frequency analysis techniques in structural engineering". Thesis, 2005. http://hdl.handle.net/1911/18803.
Pełny tekst źródłaMishra, Nishikant. "Dynamic Analysis of Beam". Thesis, 2009. http://ethesis.nitrkl.ac.in/307/1/10501018.pdf.
Pełny tekst źródłaRao, Govardhana. "Vibration Analysis of Beams". Thesis, 2009. http://ethesis.nitrkl.ac.in/1039/1/10501025.pdf.
Pełny tekst źródłaC, Kashyap. "Vibration analysis of structures". Thesis, 2007. http://ethesis.nitrkl.ac.in/4199/1/Vibration_Analysis_of_Structures.pdf.
Pełny tekst źródłaThomas, Joji. "Studies on some Aspects of Meta-Heuristic Algorithms in Solving Engineering Optimization Problems". Thesis, 2019. http://ethesis.nitrkl.ac.in/9805/1/2019_PhD_JThomas_511ME810_Studies.pdf.
Pełny tekst źródłaMorgantini, Marcello. "Structural damage assessment through parametric and nonparametric models". Thesis, 2020. https://doi.org/10.7916/d8-n50y-e138.
Pełny tekst źródłaSharathdhruthi, Boga. "Free vibration analysis of multiple cracked uniform and stepped beams using finite element analysis". Thesis, 2014. http://ethesis.nitrkl.ac.in/6520/1/212CE2031-1.pdf.
Pełny tekst źródła