851 |
Analytical Investigation of the Effect of Partially-Restrained Connections on Hybrid Moment-Resisting Steel FramesKozma Thomas, Mathias A. 13 October 2014 (has links)
No description available.
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852 |
How Tragedy Impacts American Market Returns and Options VolatilityWolff, Patrick N. 10 May 2015 (has links)
No description available.
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853 |
SOCIAL VULNERABILITY TO NATURAL DISASTERS: A STUDY OF SKOPJE, MACEDONIASICKMILLER, ADAM BYRON 02 July 2007 (has links)
No description available.
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854 |
A History of Dissent: Utagawa Kuniyoshi (1797-1861) as Agent of the Edokko ChoninKohlburn, Joseph Robert 30 July 2009 (has links)
No description available.
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855 |
Beyond Mitigation: The Emotional Functions of Natural Disaster Folklore in JapanJania, Alexander Edward 01 September 2015 (has links)
No description available.
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856 |
Seismic Evaluation, Rehabilitation, and Improved Design of Sub-Standard Steel Concentrically Braced Frame BuildingsSlovenec, Derek 27 January 2016 (has links)
No description available.
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857 |
Characterizing induced and natural earthquake swarms using correlation algorithmsSkoumal, Robert J. 13 April 2016 (has links)
No description available.
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858 |
Effects of Unstable Versus Stable Free Weights on Surface EMG of Shoulder Musculature in MalesAzar, Jared A. January 2016 (has links)
No description available.
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859 |
STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES / 解析的・数値的・実験的アプローチに基づいた断層変位による地下埋設管の挙動に関する研究FARZAD, TALEBI 23 September 2020 (has links)
京都大学 / 0048 / 新制・課程博士 / 博士(工学) / 甲第22755号 / 工博第4754号 / 新制||工||1743(附属図書館) / 京都大学大学院工学研究科都市社会工学専攻 / (主査)教授 清野 純史, 教授 高橋 良和, 准教授 古川 愛子 / 学位規則第4条第1項該当 / Doctor of Philosophy (Engineering) / Kyoto University / DFAM
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860 |
Evaluation of Seismic Design Criteria for Sliding Objects in Nuclear FacilitiesChidiac, Edmond January 2017 (has links)
Sliding is recognized as a dominant response mode for unanchored stocky components in
nuclear facilities. Although unanchored components are themselves not safety-critical,
their interaction with safety-critical systems and components during earthquake shaking
can have significant consequences. It is therefore important to be able to accurately
estimate the peak sliding displacement demands on unanchored components so that
sufficient clearance is provided around them. In lieu of nonlinear time history analysis,
the ASCE/SEI 43-05 standard provides an approximate method to estimate the maximum
sliding displacement of sliding objects in nuclear facilities. The present paper assesses the
procedure of the approximate method and compares its results to those of nonlinear time
history analysis. The study finds that the ASCE 43-05 approximate method provides
conservative sliding estimates overall and that is based on the three components of 7
modified and 159 real earthquake motions used in this study. It is concluded that the
ASCE 43-05 approximate method offers reasonable sliding estimates of components in
nuclear facilities. / Thesis / Master of Applied Science (MASc)
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