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Dissertations / Theses on the topic 'Seismic codes'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

Rodal, Morten. "Scalability of seismic codes on computational clusters." Thesis, Norwegian University of Science and Technology, Department of Computer and Information Science, 2004. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-9145.

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2

Acar, Emre. "Comparison Of Design Codes For Seismically Isolated Structures." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607015/index.pdf.

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This study presents information on the design procedure of seismic base isolation systems. Analysis of the seismic responses of isolated structures, which is oriented to give a clear understanding of the effect of base isolation on the nature of the structure<br>and discussion of various isolator types are involved in this work. Seismic isolation consists essentially of the installation of mechanisms, which decouple the structure, and its contents, from potentially damaging earthquake induced ground motions. This decoupling is achieved by increasing the horizontal flexibility of the system, t

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3

Gouasmia, Abdelhacine. "Seismic response of reinforced concrete structures designed using North American building codes." Thesis, University of Ottawa (Canada), 1987. http://hdl.handle.net/10393/5467.

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4

Nilsson, Tracy. "The New Madrid Seismic Zone." Thesis, KTH, Teknisk geologi och geofysik, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-96112.

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The Mississippi River Valley, is hardly known as an earthquake zone, but may in fact be a natural disaster just waiting to happen. Historical records and paleoseismic investigations have shown that large magnitude earthquakes have occurred in the area and there are constantly microquakes all along the New Madrid Fault System. The inhabitants of the Midwest are living in a death trap so long society doesn’t preoperly prepare for earthquakes. The study presented here aims to prove that, as predicting earthquakes is difficult to the point of impossible, the only serious alternative is to reinforc

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5

Sadashiva, Vinod Kota. "Quantifying structural irregularity effects for simple seismic design." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2010. http://hdl.handle.net/10092/5309.

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This study was initiated to quantify the effect of different degrees of irregularity on structures designed for earthquake using simplified analysis. The types of irregularity considered were: (a) Vertical Irregularity • Mass • Stiffness -Strength (b) Horizontal (Plan) Irregularity • Diaphragm Flexibility Simple models were used to allow many analyses to be conducted in a relatively short time. For vertical irregularity studies, simple shear-type structures were designed according to the New Zealand design Standard, NZS1170.5, firstly as regular structures, and then they were redesigned as irr

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Ozturk, Ismail. "A Comparative Assessment Of An Existing Reinforced Concrete Building By Using Different Seismic Rehabilitation Codes And Procedures." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/12608036/index.pdf.

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Lateral load carrying capacities of reinforced concrete structures which are designed by considering only gravity loads or according to outdated earthquake codes can be insufficient. The most important problem for these buildings is the limited ductility of the frame elements. How to evaluate the performance of an existing structure and to what level to strengthen it had been major concerns for structural engineers. Recent earthquakes which occurred in the Marmara Region in the last decade have increased the number of seismic assessment projects drastically. However, there was no special guide

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Rahman, Muhammad Mostafijur. "Seismic Design of Reinforced Concrete Buildings Using Bangladesh National Building Code (BNBC 1993) and Comparison with Other Codes (ASCE 7-10 And IS 1893-2002)." University of Cincinnati / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin150487859306952.

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8

FIERRO, Tony. "Implementation and use of advanced constitutive models in numerical codes for the evaluation of the soil response under seismic loadings." Doctoral thesis, Università degli studi del Molise, 2022. https://hdl.handle.net/11695/115267.

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La previsione del comportamento dei terreni sotto azioni sismiche rappresenta un arduo obiettivo da raggiungere per l’Ingegneria Geotecnica Sismica. In tali condizioni, è possible raggiungere un’ampio range di livelli deformativi. In questo contesto, un ruolo chiave lo gioca la modellazione numerica, ma differenti requisiti sono necessari affinchè essa sia efficace: il terreno va modellato con un solido modello costitutivo su una piattaforma software testata e la geometria del problema va correttamente definita. Con queste premesse, la tesi mostra l’implementazione e l’uso di modelli costitut

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Mendi, H. Evgin. "Evaluation Of Architectural Consciousness And Exploration Of Architecture-based Issues In Seismic Design." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606480/index.pdf.

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The task of &lsquo<br>earthquake resistant design&rsquo<br>of buildings is generally considered as the province of engineering profession. Although there exists considerable number of publications related to seismic design (documentations, articles, theses, books, and earthquake codes), most of them are addressed to structural engineers rather than architects. However, earthquake affects whole building and all professionals involved in construction process should have their own roles and responsibilities for earthquake resistance. This thesis is about the roles and responsibilities of architec

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Mwafy, Aman Allah Mohamed Abdel-Rahman. "Seismic performance of code designed RC buildings." Thesis, Imperial College London, 2001. http://hdl.handle.net/10044/1/7285.

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11

Drak, El Sebai Aguiade. "Comparisons of international seismic code provisions for bridges." Thesis, McGill University, 2009. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=40713.

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This thesis presents a comparison between the AASHTO-2004, BSI-EN1998-2:2005, NBCC-2005 and the 2007 proposed AASHTO LRFD seismic design provisions with that of the 2006 CSA S6 Canadian Highway Bridge Design Code (CHBDC). A regular 2 span-90m long bridge was used to apply the seismic design loads determined from the codes investigated. The superstructure consists of a 2-lane prestressed concrete box girder, supported by a single column and two abutments. The single column is a 2400 mm circular pier with two different amounts of longitudinal reinforcements. One column had 36-45M longitudinal b

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12

Stinessen, Bent Ove. "Profiling, Optimization and Parallelization of a Seismic Inversion Code." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for datateknikk og informasjonsvitenskap, 2011. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-14545.

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Modern chip multi-processors offer increased computing power through hardware parallelism. However, for applications to exploit this parallelism, they have to be either designed for or adapted to the new processor architectures. Seismic processing applications usually handle large amounts of data that are well suited for the task-level parallelism found in multi-core shared memory computer systems. In this thesis, a large production code for seismic inversion is profiled and analyzed to find areas of the code suitable for parallel optimization. These code fragments are then optimized through p

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13

Okur, Abdullah. "Comparison Of Seismic Assessment Procedures In The Current Turkish Code." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/12609197/index.pdf.

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In Turkey, most of the existing buildings are vulnerable to earthquakes due to their poor material quality and inaccurate design. Besides, so many destructive earthquakes occurred in the past, because Turkey is located on a seismically active region. Therefore, existing buildings should be assessed and necessary precautions should be taken before a probable earthquake. To assess seismic performance of the existing buildings, the 2007 Turkish Earthquake Code offers two methods which are linear and nonlinear. For linear assessment, members are controlled by comparing the force demands and capaci

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14

White, James C. "Development and application of the phase-screen seismic modelling code." Thesis, Durham University, 2009. http://etheses.dur.ac.uk/2034/.

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As a consequence of the aims of this project, this thesis is divided into two distinct sections. Initially, the computationally efficient phase-screen forward modelling technique is extended to allow investigation of non-normal ray paths. The code is developed to accommodate all diffracted and converted phases up to critical angle, building on a geometrical construction method previously developed with a narrow-angle approximation. The new approach relies upon pre-scanning the model space to assess the complexity of each screen. The propagating wavefields are then divided as a function of hori

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Al-Chatti, Qusay. "Decision tree based seismic retrofit selection for non-code conforming reinforced concrete buildings." Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/43564.

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Pacific Earthquake Engineering Research (PEER) Center has developed a comprehensive framework for quantitative assessment of performance level of structures. The framework relies on integrated work of four consecutive stages to provide probabilistic description of system level performance in terms of repair cost, downtime, casualties, deaths or any other parameter of interest to engineers and stakeholders. This is for the purpose of communicating behaviour of facility under earthquake in term of identified damage states and expected economic losses, thus treats possible disconnection between e

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Ocak, Recai Soner. "Probabilistic Seismic Hazard Assessment Of Eastern Marmara And Evaluation Of Turkish Earthquake Code Requirements." Master's thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613902/index.pdf.

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The primary objective of this study is to evaluate the seismic hazard in the Eastern Marmara Region using improved seismic source models and enhanced ground motion prediction models by probabilistic approach. Geometry of the fault zones (length, width, dip angle, segmentation points etc.) is determined by the help of available fault maps and traced source lines on the satellite images. State of the art rupture model proposed by USGS Working Group in 2002 is applied to the source system. Composite reoccurrence model is used for all seismic sources in the region to represent the characteristic b

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17

Xiang, Li. "Seismic performance evaluation of French Creek Bridge based on Canadian Highway Bridge Design Code 2015." Thesis, University of British Columbia, 2016. http://hdl.handle.net/2429/57917.

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Built in 1993, the French Creek Bridge is located on highway 19 on Vancouver Island, BC, Canada. The bridge is part of the British Columbia Smart Infrastructure Monitoring System (BCSIMS), funded by the Ministry of Transportation and Infrastructure (MoTI) BC, Canada. The BCSIMS is a real-time seismic monitoring program that continuously assesses the seismic conditions of the selected bridges in BC. As part of this seismic monitoring program, the seismic performance and nonlinear dynamic behavior of the FCB was evaluated by developing the 3D Finite Element (FE) model of the bridge in SAP2000. T

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Kabir, Md Rashedul. "Critical seismic performance assessment of concrete bridge piers designed following Canadian Highway Bridge Design Code." Thesis, University of British Columbia, 2017. http://hdl.handle.net/2429/63369.

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Performance-based design (PBD) method is gradually taking over the traditional force-based design (FBD) for designing bridges in North America. Considering the importance of bridge structures in the transportation network, quantitative performance criteria were adopted in Canadian Highway Bridge Design Code (CHBDC) in 2014 and a supplement to CHBDC 2014 was published in 2016. In this study, a lifeline bridge pier is designed following the FBD method from CHBDC 2010 and PBD approach following CHBDC 2014 and the supplement to CHBDC 2014 to understand the impression of changes in bridge design co

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19

Galaviz, Gonzalez Marco Antonio. "Seismic response of tall buildings using ground motions based on National Building Code Canada 2015." Thesis, University of British Columbia, 2017. http://hdl.handle.net/2429/63552.

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The seismic analysis of tall buildings requires nonlinear analysis in order to determine their behaviour in a more realistic manner. Nonlinear analysis necessitates the input of suitable ground motions records that represent the hazard at the site of the building. Finding appropriate ground motions is an arduous task, mainly because there are not enough records that are compatible with the hazard level prescribed in the codes for the site of the building. Therefore, existing records must be modified somehow to match the target hazard. The National Building Code of Canada (NBCC) provides guidel

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20

Sanchez, Juan Carlos. "Seismic Rehabilitation of Steel Moment Frames Vulnerable to Soft-Story Failures Through Implementation of Rocking Cores." DigitalCommons@CalPoly, 2013. https://digitalcommons.calpoly.edu/theses/1029.

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During seismic events, inefficient steel moment frame building systems may exhibit soft-story failures. This thesis focuses on development and validation of a seismic retrofit strategy for avoiding soft-story failures in low-rise and mid-rise steel moment frame buildings. The considered retrofit strategy consists of a sufficiently stiff Rocking Core (RC) pinned to the foundation and pin connected to the existing frame. For demonstration purposes, two representative benchmark steel moment frames, which are modified from the three- and nine-story pre-Northridge steel moment frames designed for L

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21

Duzce, Zeynep. "Performance Evaluation Of Existing Medium Rise Reinforced Concrete Buildings According To 2006 Turkish Seismic Rehabilitation Code." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607834/index.pdf.

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Linear elastic and nonlinear analysis procedures of 2006 Turkish Seismic Rehabilitation Code are applied to medium rise reinforced concrete buildings. In this study, four storey residential buildings are designed according to the 1998 and 1975 Turkish Seismic Design Codes, and the analysis procedures are verified on these case studies. In addition to these buildings, the analysis procedures are tested on an existing school building before and after retrofitting. The assessment procedures employed in the 2006 Turkish Seismic Rehabilitation Code are based on linear elastic analysis (equivalent

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22

Kibini, Ntouadi. "Basin Evaluation of Turonian Deposits in the Lower Congo Basin using outcrops, cores, well-logs and seismic." University of the Western Cape, 2017. http://hdl.handle.net/11394/5937.

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Magister Scientiae - MSc (Earth Science)<br>This manuscript presents a review of the Turonian series of the Congolese Coastal Basin using outcrop, core, well-logs and seismic data in order to provide a comprehensive model for the series and increase the oil recovery. The objectives of this study were: a)to define the age assignment of the stratal units, b) to define geographical extension of the series, c) tocharacterize lithologically Turonian series and define a facies model for the series, d) to determine petrophysical properties of the Turonian series.<br>2020-04-30

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23

Sanchez-Zamora, Francisco. "Seismic Rehabilitation of Steel Concentrically Braced Frames Vulnerable to Soft-Story Failure through Implementation of Rocking Cores." DigitalCommons@CalPoly, 2013. https://digitalcommons.calpoly.edu/theses/995.

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Recent research reports that steel Concentrically Braced Frames (CBFs) (even the code-compliant ones) may be susceptible to soft-story failures during strong earthquakes. Such a failure mode causes catastrophic outcomes and should be definitely avoided in practice. This thesis focuses on development and validation of a seismic retrofit strategy for low-rise and mid-rise steel CBFs vulnerable to soft-story failures. The considered retrofit strategy consists of a sufficiently stiff rocking core (RC) pinned to foundation and connected to the existing frame. For demonstration purpose, two represen

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24

Duerr, Konrad. "Seismic vulnerability assessment and retrofit optimization of non-code conforming buildings with consideration of mainshock-aftershock earthquake." Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/50018.

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Many seismically active locations in Canada and around the world have structures built before modern seismic design practices were established. More recently, the effects of aftershocks have been included as an important consideration when assessing the seismic risk of non-code conforming structures. Often, the large stock of at-risk structures limits the available resources to mitigate seismic damage. In this work, modern simulation software was used to perform a seismic hazard analysis of a non-code conforming reinforced-concrete structure including the effects of mainshock-aftershock seque

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25

Yildirim, Suat. "Comparative Study Of Commercial Structural Analysis Programs In View Of Seismic Assessment Procedures In Turkish Earthquake Code 2007." Master's thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12612864/index.pdf.

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In Turkey, most of the existing buildings have been designed according to Turkish Earthquake codes of 1975 and 1997. It is a well known fact that, poor material quality, poor design, poor control on site and inadequate workmanship makes existing buildings vulnerable to earthquake. In addition, change in function of buildings becomes another problem. These problems increase the importance of assessment of existing buildings. For this purpose, a new chapter has been added to the new code and assessment methods of existing buildings is regulated. 2007 Turkish Earthquake Code offered two analysis

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26

O'Brien, Sean P. "Sedimentology of a Lower Middle Pleistocene Reservoir in Garden Banks Area, Northern Gulf of Mexico: Integration of 3D Seismic, Cores, and Well Logs." ScholarWorks@UNO, 2010. http://scholarworks.uno.edu/td/1140.

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Garden Banks field 236, known as Pimento, is part of a lower middle Pleistocene submarine-fan deposit in the north central Gulf of Mexico. Pimento field represents a classic example of a prograding fan across the continental shelf continuing across the continental slope filling and spilling minibasins. Channel complexes cut through the field as sediment migrated across the shelf and slope to the basin floor. This thesis consists of two papers which utilized donated 3D seismic data on six of the blocks in Pimento field. Public domain data was incorporated with these data to explore the produci

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Kostecki, Jodi. "Comparison of simulated ground motion peak accelerations with the 2006 International Building Code design response spectra for the New Madrid Seismic Zone /." Available to subscribers only, 2008. http://proquest.umi.com/pqdweb?did=1594486011&sid=4&Fmt=2&clientId=1509&RQT=309&VName=PQD.

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Tan, Mustafa Tumer. "Seismic Strengthening Of A Mid-rise Reinforced Concrete Frame Using Cfrps: An Application From Real Life." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12610562/index.pdf.

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SEISMIC STRENGTHENING OF A MID-RISE REINFORCED CONCRETE FRAME USING CFRPs: AN APPLICATION FROM REAL LIFE Tan, Mustafa T&uuml<br>mer M.S., Department Of Civil Engineering Supervisor: Prof. Dr. G&uuml<br>ney &Ouml<br>zcebe Co-Supervisor: Assoc. Prof. Dr. BariS Binici May 2009, 162 pages FRP retrofitting allows the utilization of brick infill walls as lateral load resisting elements. This practical retrofit scheme is a strong alternative to strengthen low to mid-rise deficient reinforced concrete (RC) structures in Turkey. The advantages of the FRP applications, to name a few, are the spe

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Stewart, Nicholas. "Paléosismologie morphologique à partir de données LiDAR : développement et application d’un code de mesure des déplacements sur les failles, 3D_Fault_Offsets." Thesis, Université Côte d'Azur (ComUE), 2018. http://www.theses.fr/2018AZUR4112/document.

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L’objectif principal de cette thèse est de tirer de données LiDAR de télédétection à très haute résolution afin d’extraire une partie du traces tectono-géomorphiques imprimées dans la morphologie de grands tremblements de terre préhistoriques. Les informations consultées dans ces traces constituent l'historique des glissements cumulés de grands tremblements paléoséismique successifs le long d'une faille donnée. L'historique des glissements permet de déterminer le nombre d'événements et les glissements les plus importants produits par ces événements. La connaissance des plus grandes glissades p

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LAMARUCCIOLA, NICLA. "EXPERIMENTAL AND NUMERICAL SEISMIC RESPONSE OF MULTI-STOREY POST-TENSIONED TIMBER FRAMED BUILDINGS WITH SUPPLEMENTAL DAMPING SYSTEMS." Doctoral thesis, Università degli studi della Basilicata, 2021. http://hdl.handle.net/11563/147026.

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This doctoral project aims to contribute to advancement of the research in the field of innovative and resilient timber buildings with high seismic performance and minimum environmental impact in a green and sustainable way. Recent seismic events have raised questions about the adequacy of the current seismic design in code provisions. In modern seismic codes, the performance objectives are expressed in terms of life safety of the occupants and according to capacity design rules a certain damage level of structures is accepted under strong earthquakes. The resultant seismic damages are often

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Farsi, Mohammed Naboussi. "Identification des structures de génie civil à partir de leurs réponses vibratoires : vulnérabilité du bâti existant." Université Joseph Fourier (Grenoble), 1996. http://www.theses.fr/1996GRE10257.

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Le but de ce travail est de developper des outils pour la determination des caracteristiques vibratoires des structures de genie civil, et leur application en vue d'une amelioration de la reglementation parasismique, voire d'une estimation de la vulnerabilite sismique. Une technique d'identification multi-excitations est presentee, permettant la prise en compte des couplages entre les differents types de mouvements, et egalement celle de l'interaction sol-structure. Elle est ensuite appliquee a deux types de donnees: le premier provient d'une experience sur table vibrante (donnees cassba), et

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Quezada, Ramos Eder Nel, Arone Yaneth Serrano, and Guillermo Huaco. "A comparative study of the seismic base shear force and story drift ratios using Time History and Modal Spectrum Analysis according to Peru Code E.030 and ASCE 7.16 on high-rise buildings." Institute of Electrical and Electronics Engineers Inc, 2020. http://hdl.handle.net/10757/656418.

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El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.<br>Since the last decade there is an important increase of high-rise buildings in Peru, especially in urban areas. Therefore, it is necessary to assess if the Peruvian Seismic Code is applicable for this type of buildings which have long natural periods as their main characteristic. The main objective of this article is to compare the results of the base shear and story drift ratios of Peruvian seismic design code E.030 with those of the ASCE 7-16

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Kazaz, Ilker. "Dynamic Characteristics And Performance Assessment Of Reinforced Concrete Structural Walls." Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/3/12611712/index.pdf.

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The analytical tools used in displacement based design and assessment procedures require accurate strain limits to define the performance levels. Additionally, recently proposed changes to modeling and acceptance criteria in seismic regulations for both flexure and shear dominated reinforced concrete structural walls proves that a comprehensive study is required for improved limit state definitions and their corresponding values. This is due to limitations in the experimental setups, such that most previous tests used a single actuator at the top of the wall, which does not reflect the actual

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Idir, Achour. "Justification du coefficient de comportement sismique des structures en béton armé par des approches statiques équivalentes." Châtenay-Malabry, Ecole centrale de Paris, 1997. http://www.theses.fr/1997ECAP0508.

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Le calcul des constructions vis-à-vis du séisme en prenant en compte la réponse élastique linéaire conduit le plus souvent à des dimensionnements qui ne vont pas dans le sens de l'économie. Afin de permettre à l'ingénieur de tenir compte des différentes non linéarités, la plupart des règlements modernes (règles françaises PS92, règles européennes EC8, etc. ) ont préconisé de réduire les forces issues d'un calcul élastique linéaire par un coefficient appelé : coefficient de comportement. Un logiciel d'évaluation automatique de ce coefficient a été établi, selon la méthode préconisée par les règ

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Quezada, Ramos Eder Nel, and Arone Yaneth Serrano. "Comparación de valores de C/R mínimo de la Norma Peruana E.030 para el Diseño Sismorresistente de edificios altos y su propuesta de modificación con sistema estructural núcleo rígido mediante análisis tiempo-historia en la ciudad de Lima." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2020. http://hdl.handle.net/10757/652570.

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La presente investigación propone un procedimiento alternativo de análisis para edificios altos sobre la base de los requerimientos de la Norma Peruana E.030. Primero, se definen las configuraciones estructurales de los edificios a desarrollar, se delimita el número de edificios y la cantidad de niveles, así como el sistema estructural predominante. Luego, se precisan las características de los materiales, las cargas y las combinaciones. Los casos de estudio que se desarrollan se basan en edificaciones altas peruanas existentes como el Hotel Westin Libertador y el Banco de la Nación. Par

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Meléndez, i. Catalán Adrià. "Development of a New Parallel Code for 3-D Joint Refraction and Reflection Travel-Time Tomography of Wide-Angle Seismic Data. Synthetic and Real Data Applications to the Study of Subduction Zones." Doctoral thesis, Universitat de Barcelona, 2014. http://hdl.handle.net/10803/289786.

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This dissertation is devoted to seismic tomography. I have implemented a new modelling tool for 3-D joint refraction and reflection travel-time tomography of wide-angle seismic data (TOMO3D). The reason behind this central objective is the evidence that the information based on 2-D seismic data does not allow to capture the structural complexity of many 3-D targets, and in particular that of the seismogenic zone in subduction margins. The scientific rationale for this statement, which justifies the central part of my thesis work, is based on the analysis of 2-D models obtained in the convergen

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Tavano, Matteo. "Seismic response of tank-fluid systems: state of the art review and dynamic buckling analysis of a steel tank with the added mass method." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/3006/.

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Fierens, Ruth. "Le système sédimentaire du Zambèze de l'Oligocène au Quaternaire (Canal du Mozambique, Océan Indien) : architecture, sédimentation et facteurs de contrôle Late Quaternary geomorphology and sedimentary processes in the Zambezi turbidite system (Mozambique Channel), in Geomorphology 334, June 2019 The influence of bottom currents on the Zambezi Valley morphology (Mozambique Channel, SW Indian Ocean): In situ current observations and hydrodynamic modelling, in Marine Geology 410, April 2019." Thesis, Brest, 2019. http://www.theses.fr/2019BRES0032.

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Le système turbiditique du Zambèze (Canal du Mozambique, Océan Indien occidental) est l'un des plus grands systèmes turbiditiques au monde et reste encore mal compris. L'acquisition récente de données bathymétriques multifaisceaux à haute résolution, de données de sismique réflexion haute et très haute résolution et de données sédimentologiques a permis d'étudier l'évolution de l'architecture et l'organisation des dépôts depuis l'Oligocène afin de comprendre les principaux facteurs de forçage qui contrôlent la sédimentation en eau profonde dans le Canal du Mozambique. Le système turbiditique d

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Hassoun, Virginie. "Analyse multi-échelles des déstabilisations sous-marines de la Marge Ligure : implications sur la répartition spatio-temporelle des facteurs déclenchant [sic]." Thesis, Nice, 2014. http://www.theses.fr/2014NICE4069.

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La marge Ligure est une marge passive soumise à une déformation tectonique compressive associée à la tectonique salifère messinienne. La reprise en compression de la marge s’accompagne d’une sismicité modérée récurrente ponctuée d’évènements plus forts. La marge Ligure est le siège d’une sédimentation importante au Plio-Quaternaire. Elle constitue un environnement propice à l’étude des déstabilisations gravitaires. L’objectif principal de ce travail était de décrire et caractériser les principaux mouvements en masse ayant affecté la marge continentale Ligure au cours du Plio-Quaternaire, de lo

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Zeng, Min Yan, and 曾民諺. "An examination on seismic design codes for nonstructural compoments." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/11721270713915554384.

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Chou, Cheng-Li, and 周政立. "Comparison of Seismic Coefficients Based on the Design Codes in 2000 and 2009." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/96401781284051527059.

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Binh, Nguyen Luong, and 阮良平. "Seismic Design and Detailing of Reinforced Concrete Members in Vietnam Based on EN 1998-1:2004 and ACI 318-08 Codes." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/70233801857102254636.

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碩士<br>臺灣大學<br>土木工程學研究所<br>98<br>Codes of practice of Europe and United States of America are shared with many countries in the world. In fields of civil and structural engineering, EN Eurocodes and ACI codes (American Concrete Institute) are commonly used and they have been constantly updated according to technology advancement of human beings. Many countries have adopted EN Eurocodes or ACI codes as their national codes. The author would like to focus this study on the common construction problems in high rise buildings encountered in Vietnam, which deals with wide beam-column joints, beam-c

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Lin, Yi-de, and 林宜德. "Seismic Fragility Analysis of Reinforced Concrete Structure－Considering Different Seismic Code." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/81019109032735501770.

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碩士<br>國立中央大學<br>土木工程研究所<br>95<br>Taiwan locates on high seismicity pacific ring of fire. It is also one of high felt earthquake occurring zone. Due to earthquakes cause damages to life and properties, damage assessment of structures is the most important part of earthquake loss assessment. For providing a rational and reliable result of structural loss, fragility curves of structures must be established. In this thesis, finite element models for vary floors of RC structures of different building code phase are modeled. SAP2000 is utilized to perform non-linear dynamic analyses. Responses of st

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RONG-CAN-WU and 吳榮燦. "「The Seismic Design Code of 2005 Edition」for Discussing on Seismic Design." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/18317724432267384134.

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Yoza, Toshiyasu. "Seismic performance of code-compliant Japanese buildings." 2007. http://proquest.umi.com/pqdweb?did=1400964871&sid=19&Fmt=2&clientId=39334&RQT=309&VName=PQD.

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Thesis (M.S.)--State University of New York at Buffalo, 2007.<br>Title from PDF title page (viewed on Mar. 04, 2008) Available through UMI ProQuest Digital Dissertations. Thesis adviser: Whittaker, Andrew S., Mosqueda, Gilberto. Includes bibliographical references.

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Lu, Jun-long, and 盧俊龍. "A Study on Yield Reduction Factors of Seismic Code." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/08815090122087702572.

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碩士<br>國立成功大學<br>土木工程學系碩博士班<br>97<br>If a building vibrates in a state of elastic deformation under a strong earthquake, then its ductility is well used to avoid collapse. On the basis of energy-equal and displacement-equal rules, a yield strength reduction factor is obtained from a ductility capacity in common seismic codes to set up an inelastic design spectrum. A lot of artificial earthquakes compatible with elastic design spectra are generated through real records of 921 Chi-Chi earthquake in order to analyze elastoplastic vibration. It is found that the code formula will overestimate the y

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Suzuki, Akiko. "SEISMIC FRAGILITY ASSESSMENT OF CODE-CONFORMING BUILDINGS IN ITALY." Tesi di dottorato, 2019. http://www.fedoa.unina.it/12734/1/PhDThesis_Suzuki_2019_R.pdf.

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The current European building codes, espousing performance-based seismic design principles, require safety verifications of structures under different levels of earthquakes. Although design seismic actions are prescribed on a probabilistically uniform basis referring to specific earthquake return periods, an explicit control of structural reliability of new constructions has not been implemented into the current practice. To assess implicit seismic risk of new constructions in Italy, a large national research project, named Rischio Implicito Norme Tecniche per le Costruzioni (RINTC), was devel

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CHI, PHAM THI HUE, and 范氏惠支. "Seismic Performance Evaluation of RC Structures Designed by Vietnamese Code." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/62244512420590364852.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>97<br>The seismic performances of buildings are paid much more attention in design practice in Viet Nam. The Design of Structures for Earthquake Resistance (TCXDVN 375:2006) code is newly issued in Viet Nam to support engineers to deal with these problems. Besides, low-rise and medium-rise buildings with brick walls are popular in this country. Our intentions here are: (1) to comparatively study the Vietnamese and American codes (UBC 1997), (2) to evaluate the seismic behavior of RC buildings in Viet Nam by applying nonlinear analysis procedures, (3) to access the ef

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Kwen-Shiung, Guo, and 郭坤雄. "Impacts of Revised Seismic Design Code of Buildings in Taiwan." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/21064768952846250359.

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Cheng, Chi-Ming, and 鄭啟明. "The Performance Of Current Seismic Code Designed School Buildings Under Earthquake." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/12839317876856510792.

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碩士<br>國立中興大學<br>土木工程學系所<br>99<br>"Seismic Design Codes of Buildings" was revised and promulgated by Ministry of the Interior On July 1, 1994. Although it''s graded by considering building requirement, importance, purposing use, but it still base on Reliability-Based Design. However, it''s not identified that is over engineering or just satisfies the requirement"Survive a severe earthquake, repairable after a strong one, resist a moderate". In order to find real seismic resistance of buildings, National Center on Research of Earthquake Engineering(NCREE) developed a scheme o

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