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Footing

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Papers tagged with "Footing"

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Vol 12, Issue 8 (August 2026) Structural Engineer

Analysis Of High-Rise Building By Comparing Footing With Base Isolation And Without Base Isolation Using Etabs

High-rise Buildings Founded On Conventional Isolated, Combined, Or Raft Footings Transfer Earthquake Motion Directly Into The Superstructure, Whereas A Base-isolation Layer Modifies This Load Path By Introducing Controlled Lateral Flexibili...

Shubham Dalave, Prof.Anantwad S.B
Vol 12, Issue 4 (April 2026) Civil Engineering

Evaluation And Design Of Foundations Under Earthquake Forces As Per Indian And Euro Codes

The Present Study Focuses On The Analytical Evaluation And Design Of Footings Subjected To Seismic Forces Using Both Indian Standard And Eurocode Provisions With The Aid Of STAAD.Pro Software. A G+10 Storey Building Is Modeled In STAAD.Pro...

Biplab Bipul Howlader, Prof. Girish Sawai, Prof. Diwakar Amane
Vol 9, Issue 6 (June 2023) Civil Engineering

SEISMIC ANALYSIS AND DESIGN OF SUB STRUCTURE USING MULTIPLE COUNTRY CODES ON VARIOUS SOIL CONDITIONS

Settlement Under The Foundation Is Caused By Poor Soil Compaction, Incorrect Footing Design, Limited Bearing Capacity Of The Soil And An Incorrect Load Estimate From The Superstructure And So On. The Superstructure Carries The Entire Load....

Poonam Bhongade, Dr. N. S. Raman
Vol 9, Issue 5 (May 2023) Civil Engineering

A REVIEW PAPER ON ANALYSIS OF BIANGLE SHAPED FOOTING SUBJECTED TO TWO WAY ECCENTRIC LOADING BY FINITE ELEMENT ANALYSIS

A Common Field Issue Is Footing That Is Subjected To Eccentric Loading Along Two Axes That Are Mutually Perpendicular. As A Result, Bearing Capacity Is Significantly Lowered And The Effective Size Is Significantly Decreased. Numerous Factor...

Deepanshu Shrivastava, Pankaj Chakravarti, Kamlesh kumar chuodhary
Vol 8, Issue 6 (June 2022) Civil Engineering

SEISMIC ANALYSIS AND DESIGN OF FOUNDATION USING INDIAN STANDARD CODE AND EURO STANDARD CODE UNDER DIFFERENT SOIL CONDITION

The Aim Of This Paper Is To Analyse And Overcome The Differences And Causes Of Settlement Of Footing On Various Soil Condition. Settlement Under Foundation Cause Due To Bad Compaction Of Soil, Wrong Design Of Footing, Low Bearing Capacity...

Abhijit Narnaware, Prof. Amey Khedikar
Vol 7, Issue 10 (October 2021) Civil Engineering

EFFECT OF DIFFERENT SOIL CONDITION ON FOUNDATION DESIGN OF TALL BUILDINGS

In The Past Two Decades, Development Of Tall Structures With A Height Of More Than 150m And A Nearly Exponential Rate Of Expansion Has Increased Considerably. A Considerable Number Of These Structures Have Been Built Throughout The Middle E...

Dr. C.P. Pise, Mr. Dinesh S. Vyavahare
Vol 7, Issue 9 (September 2021) Civil Engineering

EFFECT OF DIFFERENT SOIL CONDITION ON FOUNDATION DESIGN OF TALL BUILDINGS: A REVIEW

Above The Past Two Decades, There Has Been A Significant Rise In The Construction Of Tall Structures Over 150m In Height, With An Almost Exponential Development Rate. Numerous Similar Structures Have Been Built Throughout The Middle East An...

Dr. C.P. Pise , Mr. Vyavahare Dinesh Shivadas
Vol 7, Issue 6 (June 2021) Civil Engineering

SEISMIC BEHAVIOR OF RCC STRUCTURE WITH DIFFERENT SUBSTRUCTURES

Foundation Is The First Element Of Any Structure That Encounters Seismic Forces. The Various Types Of Seismic Waves, Reaches And Affects The Foundations First And Then The Superstructure. Different Types Of Foundations Respond Differently T...

Ms. Pranita Lokhande, Prof. Bharati Changhode
Vol 7, Issue 6 (June 2021) Civil Engineering

A REVIEW ON SEISMIC BEHAVIOR OF RCC STRUCTURE WITH DIFFERENT SUBSTRUCTURES

Foundation Is The First Element Of Any Structure That Encounters Seismic Forces. The Various Types Of Seismic Waves, Reaches And Affects The Foundations First And Then The Superstructure. Different Types Of Foundations Respond Differently T...

Ms. Pranita Lokhande, Prof. Bharati Changhode
Vol 6, Issue 3 (March 2020) Civil Engineering

DETAILED STUDY OF RC ISOLATED FOOTING RESTING ON BLACK COTTON SOIL SUBJECTED TO WEATHER CONDITION

In Civil Engineering Aspects Black Cotton Soil Is Giving Lots Of Problems To Engineers. The Possibility Of Good Construction Sites To Build Structures On Black Cotton Soils Is Difficult Due To Their Poor Strength And Deformation Characteri...

Prof .P.V.Durge, Prof .A.R.Gupta, Rashmi.S.Unone
Vol 4, Issue 5 (May 2018) Civil Engineering

DESIGN OF RC COLUMN AND FOOTING USING ETABS API

Presently The Structural Designers In India Use ETABS Software To Execute The Structural Analysis, But For The Design Purpose Still Manual Calculations And Excel Spread Sheets Are Being Used. It Leads To Cumbersome And Time Consuming Proces...

Naveen Shivannavar M, Prateek cholappanavr
Vol 4, Issue 5 (May 2018) Structural Engineering

Dynamic Response of High Rise Building for Different Types of Sub-Structures

The Paper Presents The Study Of Building Foundations Of Reinforced Concrete Multistoried Buildings For G+15designed For Seismic Forces Seismic Zone IV Of Indian Subcontinent With Varying Soil Conditions. The Foundation Types Considered Are;...

Vrutanki Ramteke, Amey Khedikar
Vol 3, Issue 12 (December 2017) Structures

ANALYSIS & DESIGN OF A G+10 RESIDENTIAL RCC BUILDING UNDER VARIOUS SEISMIC RESPONSES

The Design Process Of Structural Planning And Design Requires Not Only Imagination And Conceptual Thinking But Also Sound Knowledge Of Science Of Structural Engineering Besides The Knowledge Of Practical Aspects, Such As Recent Design Codes...

Mr. Gontina Narahari, Mr.Seshagiri Rao Boddu
Vol 3, Issue 5 (May 2017) Civil Engineering

CONSIDERATION OF VARIOUS DESIGN ASPECTS IN ANALYSIS OF COASTAL BUILDINGS

As There Are Various Factors That Affect The Coastal Building Both Directly And Indirectly Like Erosion Of Footings, Breaking Waves, High Winds Etc. Because The Most Hazardous Coastal Areas Are Subject To Erosion And Extreme Flood Loads, Th...

R.cornelius
Vol 2, Issue 4 (April 2016) Structural Engineering

Experimental Study of Various Shaped Isolated Footings Under Monotonic Loading on Loamy Soil

In The Present Study Behaviour Of Four Footing Specimen When Exposed To Monotonic Loading On Loamy Soil Is Observed. Four Footing Specimens Rectangular, Circular, Square And Triangular In Shape Having Similar Surface Area (150cm2) With...

Zubair Ahmad Lone, Rafee Manzoor, Mohd Kashif Khan, Syed Mohammad Ashraf Husain

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