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Title: BLOCK SHEAR FAILURE IN TENSION MEMBERS full report
Page Link: BLOCK SHEAR FAILURE IN TENSION MEMBERS full report -
Posted By: computer science technology
Created at: Saturday 30th of January 2010 06:41:51 PM
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BLOCK SHEAR FAILURE IN TENSION MEMBERS
ABSTRACT
Block shear is a limit state that should be accounted for during the design of steel tension members. This failure mechanism combines a tensile failure on one plane and a shear failure on a perpendicular plane. It is important for a design equation not only to predict the capacity reliably, but also to predict accurately the failure mode.
In this study, we begin with an overview of tension members, their behaviour and design strength which is affected by yielding, fracture or ....etc

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Title: SEMINAR REPORT ON EVALUATION OF FLOW LIQUEFACTION AND LIQUEFIED SHEAR STRENGTH
Page Link: SEMINAR REPORT ON EVALUATION OF FLOW LIQUEFACTION AND LIQUEFIED SHEAR STRENGTH -
Posted By: summer project pal
Created at: Saturday 05th of February 2011 10:13:50 AM
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SEMINAR REPORT ON EVALUATION OF FLOW LIQUEFACTION AND LIQUEFIED SHEAR STRENGTH USING CONE PENETRATION TEST


ABSTRACT

Flow liquefaction is a major design issue for large soil structures such as mine tailings impoundments and earth dams. If a soil is strain softening in undrained shear and, hence, susceptible to flow liquefaction, an estimate of the resulting liquefied shear strength is required for stability analyses. Many procedures have been published for estimating the residual or liquefie ....etc

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Title: shearing strength of soil seminar
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Posted By:
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Title: VARIATION OF DAMPING RATIO AND SHEAR MODULUS WITH PLASICITY INDEX CONFINING PRESSURE
Page Link: VARIATION OF DAMPING RATIO AND SHEAR MODULUS WITH PLASICITY INDEX CONFINING PRESSURE -
Posted By: project report tiger
Created at: Monday 08th of February 2010 10:59:51 AM
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VARIATION OF DAMPING RATIO AND SHEAR MODULUS WITH PLASICITY INDEX AND CONFINING PRESSURE

INTRODUCTION

Behaviour of soil under cyclic loading is non-linear

Non-linear behaviour commonly characterised by:

Damping coefficient, D

Shear modulus, G


DEFINITION

Damping coefficient
Is defined as the measure of energy dissipation
Shear modulus
Is the ratio of shear stress to shear strain
Plasticity index
Is the difference between liquid limit and plastic
limit
Confining pre ....etc

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Title: SHEAR STRENGTH IN PREEXISTING LANDSLIDES
Page Link: SHEAR STRENGTH IN PREEXISTING LANDSLIDES -
Posted By: summer project pal
Created at: Saturday 05th of February 2011 10:45:49 AM
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SHEAR STRENGTH IN PREEXISTING LANDSLIDES

SEMINAR REPORT
By

SHILPA.S.S

DEPARTMENT OF CIVIL ENGINEERING
COLLEGE OF ENGINEERING
THIRUVANANTHAPURAM
2010




Abstract

Drained residual shear strength is used for the analysis of slopes containing preexisting shear surfaces. Some recent research suggests that preexisting shear surfaces in prior landslides can gain strength with time. Torsional ring and direct shear tests performed during this study show that th ....etc

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Title: Shear walls full report
Page Link: Shear walls full report -
Posted By: seminar surveyer
Created at: Saturday 29th of January 2011 03:34:20 PM
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KLE College of Engineering Belgaum

INTRODUCTION
Shear walls are vertical elements of the horizontal force resisting system. Shear walls are constructed to counter the effects of lateral load acting on a structure. In residential construction, shear walls are straight external walls that typically form a box which provides all of the lateral support for the building.When shear walls are designed and constructed properly, and they will have the strength and stiffness to resist ....etc

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Title: TACER - SOIL SURVEY AND SOIL CONSERVATION-KERALA PSC PREVIOUS QUESTION PAPER
Page Link: TACER - SOIL SURVEY AND SOIL CONSERVATION-KERALA PSC PREVIOUS QUESTION PAPER -
Posted By: anusree
Created at: Monday 17th of April 2017 04:54:43 PM
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1.The dynamic viscosity of most of the gases______________with rise in temperature.
(A)Increases(B) Decreases
(C ) Does not change significantly (D) None of these

2.)Buoyant force is___________.
(A)Resultant of up thrust and gravity forces acting on the body
(B)Resultant force on the body due to the fluid surrounding it
(C )Equal to the volume of liquid displaced by the body
(D)Resultant of static weight of body and dynamic thrust of liquid

3.)The type of flow in which the velocity of every particle varies from ....etc

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Title: Shear strength increment of soft soils using Prefabricated Vertical Drains
Page Link: Shear strength increment of soft soils using Prefabricated Vertical Drains -
Posted By: summer project pal
Created at: Saturday 05th of February 2011 10:55:48 AM
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ABSTRACT

Civionics is a new term coiner from Civil-Electronics, which is derived from the application of electronics to civil structures. Only a few years after the invention of low-loss optical fiber, it became apparent that optical fiber can not only reliably transmit data, but also provide remarkable sensing capabilities. These sensing capabili¬ties combined with unique properties offered by optical fibers, such as total dielectric design, complete immunity to electromagnetic interference, small size, capability for distributed s ....etc

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Title: Strength based and Displacement Based Design method for steel
Page Link: Strength based and Displacement Based Design method for steel -
Posted By: computer girl
Created at: Monday 11th of June 2012 01:15:01 PM
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Strength based and Displacement Based Design method for steel


Abstract

The performance based seismic design of Steel moment resisting frame structures aimed at controlling the structural damage based on precise estimations of proper response parameters. The primary focus of this study is on the development of a detailed assessment of the inelastic seismic behavior, response, and performance of typical ductile Steel moment resisting frame structures. This research tries to assess the Strength based and Disp ....etc

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