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ISSN: 2395-1052 • IF: 7.883
ISSN: 2395-1052 | Impact Factor:IF: 7.883 | International Peer-Reviewed Open Access Journal
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Shear

202 Publications Matching this Keyword

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Shear

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Papers tagged with "Shear"

Showing page 12 of 14
Vol 3, Issue 11 (November 2017) Civil Engineering

EFFECT OF PUNCHING SHEAR IN FLAT SLAB DUE TO STAGGERED COLUMN

“Flat Slab” Is Better Understood As The Slab Without Beams Resting Directly On Supports Like Columns. The 'drop Panel' Is Formed By The Local Thickening Of The Slab Around The Supporting Column. Drop Panels Or Simply Drops Are Provided Main...

Onkar G. Sarda, Dr. S. R. Parekar
Vol 3, Issue 9 (September 2017) Civil Engineering

A REVIEW ON EFFECTIVE LOCATION AND OPTIMUM HEIGHT OF SHEAR WALLS IN HIGH-RISE BUILDINGS

Shear Walls Are The Structural Members Designed To Counteract The Lateral Forces Acting On A Structure In Seismically Active Zones When Shear Forces On The Structure Increases Due To Earthquake Loads And/or Wing Load Effect. Shear Walls Ten...

Dipika N. Khandelwal, Monica S. Mhetre
Vol 3, Issue 9 (September 2017) Civil Engineering

Design and Analysis of RC Shear Wall at Different Location on Multi-Storied Residential Building

In Present Days Earthquakes Are One Of The Usual Phenomena Resulting In The Collapse Of Infrastructure Or Building Major Damaging Earthquakes Have Shown The Vulnerability Of Building With Soft Storey. In Order To Improve The Earthquake Resi...

A. Shiva Shankar , S. Sunil Prathap Reddy
Vol 3, Issue 9 (September 2017) Civil Engineering

Effect of Shear Span To Depth Ratio (Upto 2.5) On Shear Strength of High Strength Concrete - Fracture Mechanics Approach

Although High Strength Concrete Has Been Increasingly Used In Construction Industry During The Last Few Years, Current Code Of Practice (IS 456: 2000) Gives Same Values For Various Grade Of Concrete 40 Mpa And Above. As The Grade Of Concret...

Abhijeet.B.Motirale, Prashant M. Kulkarni
Vol 3, Issue 8 (August 2017) Civil Engineering

INFLUENCE OF SPSW ON STEEL FRAMED MULTISTOREY BUILDING

For A Structure To Avoid Maximum Damage During Earthquake, It Should Own Or Possess Adequate Strength, Stability And Sufficient Ductility. A Multi-story Structure Should Assimilate Wind And Earthquake Loads By A Lateral Force Resistant Syst...

Wahed Ali, Prof. Amaresha
Vol 3, Issue 8 (August 2017) Civil Engineering

PUSHOVER ANALYSIS OF STIFF STRUCTURES

Earthquake Is One Of The Major Natural Event To Make The Structure To Collapse Now A Days. India Is Divided Into Four Seismic Zones, Structures Situated In High Seismic Zones Experiences Huge Damage When Earth Shakes, Hence To Prevent These...

Ashwini H.R, Dr.K.Manjunatha, Dr.C.M Ravikumar
Vol 3, Issue 7 (July 2017) Mechanical Engineering

STEEL SLAGS - A BOON FOR FOUNDRY INDUSTRY

This Paper Describes The Effects Of Steel Slag In Nishiyama Process. Fe-si Is Replaced With Steel Slag Which Is A Waste Material From The Steel Making Industry. Molding Sand Is Prepared Using NISHIYAMA Process .Molding Sand Properties Were...

T. Durga Rupa Sree, B. Purna Chandra Shekar, Dr. M. Gopi Krishna, Dr. Bhargava Rama Mohan Rao
Vol 3, Issue 7 (July 2017) Civil Engineering

SEISMIC ASSESSMENT OF JUNCTION TOWER USING RESPONSE SPECTRUM METHOD

The Good Performance Of Nonlinear Static Procedures On The Seismic Assessment Of Bridges And Frames Structures Is Nowadays Generally Recognized. However, The Usage Of Such Methods In The Case Of Junction Towers Has Until Now Been Considered...

Pavan H.L, Sudeep Shetty
Vol 3, Issue 7 (July 2017) Civil Engineering

EXPERIMENTAL STUDY FOR OPTIMUM SOLUTIONS OF CONCRETE DECK SLABS

The Study Of Present Research Paper Involves Experimental Approach For Analysis And Optimization Of Concrete Deck Slabs Composite Deck Slabs With Nominal Reinforcement. The Thickness Of Specimens Used Are 150mm, 140mm, 130mm, 125mm, 100mm,...

S. S. Patil , Prof. P.M.Kulkarni
Vol 3, Issue 6 (June 2017) Civil Engineering

STUDY OF BEHAVIOUR OF BEAMS CAST WITH HIGH PERFORMANCE FIBRE REINFORCED CONCRETE USING STEEL AND GLASS FIBRES

This Paper Present The Results Of An Experimental Study Of Behavior Of Beam Cast With High Performance Fibre Reinforced Concrete. The Deflection And Cracking Behavior Of Concrete Structure Depend On The Flexural Tensile Strength Of Concrete...

Mr. Toshant P. Kapse, Asst. Prof. Mrs. Pallavi N. Velhal
Vol 3, Issue 6 (June 2017) Civil Engineering

STUDY OF RESPONSE REDUCTION FACTOR FOR STEEL STRUCTURE

Damage Levels Of Building Structure Under A Design Earthquake Are Closely Related To The Assigned Values Of Response Reduction Factors. The Present Study Focuses On Estimating The Seismic Response Reduction Factor For A Steel Frame. In The...

A.U.Mandlik, Prof. U.R.Kawade
Vol 3, Issue 4 (April 2017) ECE

Parametric Study on Effect of Isolator Characteristics, and seismic Performance of Building

The Concept Of Protecting A Building From The Damaging Effects Of An Earthquake By Introducing Some Type Of Support That Isolates It From The Shaking Ground Is An Attractive One And Many Mechanisms To Achieve This Result Have Been Propo...

Mr. Sanjaykumar.S. Jadeja, Prof.Satyen Ramani
Vol 3, Issue 4 (April 2017) Civil Engineering

SEISMIC ANALYSIS OF MULTISTOREY BUILDING WITH AND WITHOUT SHEAR WALL AT VARIOUS EARTHQUAKE ZONES

Reinforced Concrete Frames Are The Most Commonly Adopted Buildings Construction Practices In India. With Growing Economy, Urbanization And Unavailability Of Horizontal Space Increasing Cost Of Land And Need For Agricultural Land, High-rise...

Mr. Bhagyesh V. Chachere, Dr. Shekhar D. Bhole
Vol 3, Issue 4 (April 2017) Civil Engineering

BEHAVIOUR OF LEAD RUBBER BEARING AND FRICTION PENDULUM SYSTEM IN BASEMENT STORIED STRUCTURE

In A Last Few Years, Base Isolation Is An Alternate Approach Than The Specified Ones. It Depends On The Idea, Which Decreasing The Seismic Requests As Opposed To Expanding The Earthquake Resistance Limit Of The Structure. Then Again, Use Of...

Vedika G. Shah, Prof Satyen Ramani
Vol 3, Issue 4 (April 2017) Structural Engineering

COMPARATIVE STUDY OF BASE ISOLATED STRUCTURAL SYSTEM FOR DIFFERENT ASPECT RATIO OF HEIGHT TO PLAN DIMENSION.

Conventional Seismic Design Attempts To Make Building That Do Not Collapse Under Strong Earthquake Shaking, But May Sustain Severe Damage To Non-structural Elements As Well As Some Structural Members. This May Render The Building Non-functi...

Mr. Dhruvil A. Patel, Prof. Satyen Ramani

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