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	<title>Thesis Doctorate Master- Post graduate -</title>
	<link>http://www.futura-technopole.com</link>
	<description>And additions to the archive if undergraduate thesis</description>
	<lastBuildDate>Fri, 10 Apr 2009 19:31:46 +0000</lastBuildDate>
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	<language>en</language>
	
	<item>
		<title>Investigation of hydrodynamic demands of tsunamis in inundation zone</title>
		<description>This thesis analyzed the new parameter “hydrodynamic demand” repre-
senting the damage of tsunami waves on structures and coastlines,
maximum positive amplitudes and current velocities occurred during
tsunami inundation by using the numerical model TUNAMI-N2. Regular
shaped basins were used with two different bottom slopes in analyses in
order to understand the behaviour of tsunami ...</description>
		<link>http://www.futura-technopole.com/investigation-of-hydrodynamic-demands-of-tsunamis-in-inundation-zone.html</link>
			</item>
	<item>
		<title>Forced hydraulic jump on artificially roughened beds</title>
		<description>In the scope of the study, prismatic roughness elements with different longitudinal
spacing and arrangements have been tested in a rectangular flume in order to reveal
their effects on fundamental characteristics of a hydraulic jump. Two basic
roughness types with altering arrangements have been tested. Roughness elements of
the first type extends through the ...</description>
		<link>http://www.futura-technopole.com/forced-hydraulic-jump-on-artificially-roughened-beds.html</link>
			</item>
	<item>
		<title>A comparative assessment of an existing reinforced concrete building by using different seismic rehabilitation codes and procedures</title>
		<description>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by considering only gravity loads or according to outdated earthquake codes can be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 ...</description>
		<link>http://www.futura-technopole.com/a-comparative-assessment-of-an-existing-reinforced-concrete-building-by-using-different-seismic-rehabilitation-codes-and-procedures.html</link>
			</item>
	<item>
		<title>A numerical study on the dynamic behaviour of gravity and cantilever retaining walls with granular backfill</title>
		<description>Dynamic behaviour of gravity and cantilever retaining walls is investigated by
finite element method, incorporating the nonlinear elasto-plastic material
properties of soil and seperation of the wall and backfill. Two dimensional finite
element models are developed employing the finite element software ANSYS. The
wall is modelled to rest on a soil layer allowing translational ...</description>
		<link>http://www.futura-technopole.com/a-numerical-study-on-the-dynamic-behaviour-of-gravity-and-cantilever-retaining-walls-with-granular-backfill.html</link>
			</item>
	<item>
		<title>Risk assessment of international construction projects using the analytic network process</title>
		<description>This thesis offers a comprehensive risk assessment methodology that provides a decision
support tool, directed for Turkish construction organizations, which can be utilized
through the bidding decisions for international construction projects. Within this context
the analytic network process technique is implemented to develop a risk assessment
model, which is used to derive the relative ...</description>
		<link>http://www.futura-technopole.com/risk-assessment-of-international-construction-projects-using-the-analytic-network-process.html</link>
			</item>
	<item>
		<title>Tensile behavior of chemically bonded post-installed anchors in low strength reinforced concretes</title>
		<description>After the 1999 Kocaeli Earthquake, the use of chemically bonded post-installed
anchors has seen a great growth for retrofits in Turkey. Currently, chemically bonded
post-installed anchors are designed from related tables provided by adhesive
manufacturers and a set of equations based on laboratory pullout tests on normal or
high strength concretes. Unfortunately, concrete compressive ...</description>
		<link>http://www.futura-technopole.com/tensile-behavior-of-chemically-bonded-post-installed-anchors-in-low-strength-reinforced-concretes.html</link>
			</item>
	<item>
		<title>Evaluation of minimum requirements for lap splice design</title>
		<description>Minimum requirements for lap splices in reinforced concrete members, stated in
building codes of TS-500 and ACI-318, have a certain factor of safety. These
standards have been prepared according to research results conducted previously and
they are being updated according to results of recent studies. However the reliability
of lap splices for minimum requirements ...</description>
		<link>http://www.futura-technopole.com/evaluation-of-minimum-requirements-for-lap-splice-design.html</link>
			</item>
	<item>
		<title>Elastic layers bonded to reinforcing sheets are widely used in many</title>
		<description>Elastic layers bonded to reinforcing sheets are widely used in many
engineering applications, e.g., as elastic foundations to machinery, as seismic
isolators to structures, etc. Because of its practical importance, the behavior of
bonded elastic layers under some basic deformation modes (e.g., compression,
bending and shear modes) has attracted the attention of many researchers. ...</description>
		<link>http://www.futura-technopole.com/elastic-layers-bonded-to-reinforcing-sheets-are-widely-used-in-many.html</link>
			</item>
	<item>
		<title>Fragility based assessment of low-rise and mid-rise reinforced concrete frame buildings in Turkey using Düzce damage database</title>
		<description>In this study, the seismic fragility assessment of low-rise and mid-rise reinforced
concrete frame buildings which constitute approximately 75 % of the total building
stock in Turkey is investigated to quantify the earthquake risk. The inventory used
in this study is selected from Düzce damage database which was compiled after
the devastating 1999 earthquakes ...</description>
		<link>http://www.futura-technopole.com/fragility-based-assessment-of-low-rise-and-mid-rise-reinforced-concrete-frame-buildings-in-turkey-using-duzce-damage-database.html</link>
			</item>
	<item>
		<title>Spatial optimization of hydrologic monitoring networks on rivers</title>
		<description>Efficient water resources planning and management must take into account multiple users,
criteria, and objectives. Due to this complexity of recent water management problems and
solutions, better analytical tools and methodologies are required. Accomplishment of this
requirement depends essentially on information gathered on natural and environmental
processes so the success of sustainable water resources ...</description>
		<link>http://www.futura-technopole.com/spatial-optimization-of-hydrologic-monitoring-networks-on-rivers.html</link>
			</item>
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