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Browsing 2022 by Issue Date

Browsing 2022 by Issue Date

Now showing items 1-16 of 16

DESIGN AND DEVELOPMENT OF CONCRETE SURFACE CRACK ANALYSIS SYSTEM

Vidya, Vijayan (2022)

Structural Health Monitoring (SHM) refers to a periodical inspection to monitor the condition and characteristics of civil structures. On the other hand, damage can be interpreted as a structural modification that ...
NUMERICAL ANALYSIS OF FLEXURAL BEHAVIOUR OF CONCRETE FILLED STEEL TUBES(CFST) WITH TWO DIFFERENT CONCRETE INFILL

Febin Fathima, N M; Chinsu Mereena, Joy (2022)

The main goal of this research is set out to study the flexural behaviour of concrete filled steel tubes (CFST) giving insight to two different concrete infills and their behaviour in different parametric combinations. ...
PUSHOVER ANALYSIS OF BUILDING WITH FLOATING COLUMN STRENGTHENED BY SHEAR WALL

Binsa, S B; Mohammed, Thowsif (2022)

In a constructive world of emerging high-rise buildings, due to the lack of space, floating column adds as an advantage for proper functioning. Floating column introduced in seismic prone areas is found to be hazardous. ...
EVALUATION OF EFFECT OF GEOMETRIC AND MATERIAL PARAMETERS OVER THE PERFORMANCE OF STEEL-CONCRETE-STEEL SANDWICH (SCSS) STRUCTURES WITH J-HOOK CONNECTORS

Akhilesh, A R; Asif, Basheer (2022-06-07)

Steel-concrete-steel sandwich (SCSS) structure is a type of composite structure in which a concrete core is sandwiched in between two steel plates. SCSS structures can offer a greater amount of moment of resistance and ...
PERFORMANCE EVALUATION OF MASONRY INFILL WALLS

Tom K, Isac; Bushra, M A (2022-06-20)

Infill walls are very common structure present around us but their significance was always overlooked leading to the premature collapse of building during the laterals loads such as earthquake and wind loads. After ...
DEVELOPMENT OF RISK ANALYSIS MODEL IN PUBLIC PRIVATE PARTNERSHIP PROJECTS

Fiza, Fathima; Anu, Thomas V (2022-07-06)

Multiple-Criteria Decision Analysis techniques are utilized for prioritizing, finding the stakeholder perception of the risk factors and determining the interrelationship between the main risk heads in PPP projects. Risk ...
DEVELOPMENT OF RISK ANALYSIS MODEL IN PUBLIC PRIVATE PARTNERSHIP PROJECTS

Fiza, Fathima; Anu, Thomas V (2022-07-06)

To fulfil the increasing demands of the public, Public Private Partnership (PPP) has been increasingly used to procure infrastructure projects. However, the risks involved in PPP projects are unique and dynamic due to ...
NUMERICAL ANALYSIS OF REINFORCED CONCRETE BEAM COLUMN JOINT RETROFITTED USING CARBON FIBER REINFORCED POLYMER (CFRP) SHEETS

Seena, Jalal; Rekha, Ambi (2022-07-06)

The beam column joint is the critical zone in a reinforced cement concrete (RCC) moment resisting frame. It is subjected to large forces during severe ground shaking and its behavior has a significant influence on the ...
PERFORMANCE EVALUATION OF ENGINEERING, PROCUREMENT AND CONSTRUCTION PROJECTS USING PERFORMANCE PRISM

Vani Mohan, V; Anu V, Thomas (2022-07-07)

Over the past few decades, the complex global business environment and increasing business competitiveness have highlighted the importance of performance evaluation in the construction industry which has long been ...
ANALYSIS OF PVC FOAM-FILLED HONEYCOMB HYBRID CORE SANDWICH WALL PANELS WITH ALUMINIUM FACE SHEET

Umarohini, S R; Mohammed, Thowisf (2022-09)

Rapid development in the construction industry necessitates the use of new technologies and construction materials. Sandwich panels are a newly emerging structural member because of the advantages of lightweight and high ...
DYNAMIC ANALYSIS OF MULTISTOREYED BUILDING SUBJECTED TO BLAST LOAD

Abdul, Basth; Shefeena, N (2022-09-12)

Terrorists have targeted iconic and public buildings in recent years. Terrorists are developing high-intensity bombs as technology advances. Bomb blasts and threats are a growing problem all over the world. The protection ...
NUMERICAL INVESTIGATION OF CFST BRIDGE PIERS UNDER LATERAL CYCLIC LOADING

Anju, G; Bushra, M A (2022-09-12)

Concrete-filled steel tubular columns as bridge piers are appropriate for bridges with very tall piers in seismically active areas because they greatly slow down local bucklingof the steel hollow section. Members made ...
INFLUENCE OF LATERAL LOADS ON TALL REINFORCED CONCRETE STRUCTURES

Nasrin, Abu; Shefeena, N (2022-09-12)

The high-rise structure construction has become a feasible solution to the issues related with the urban society. It is very essential to consider the effects of lateral loads induced from wind and earthquakes in the ...
DEVELOPMENT OF A STANDARDIZED INTEGRATED BIM APPROACH FOR A VILLA PROJECT

Jasmin, Jabbar; Seema K, Nair (2022-09-12)

The process of managing a construction project is difficult and time-consuming. Since the jobs associated with a project are diverse and complex, involving numerous stakeholders in various phases, successful project ...
EXPERIMENTAL INVESTIGATION ON RHEOLOGY AND STRENGTH OF BLAST FURNACE SLAG-FLY ASH BASED ALKALI ACTIVATED BINDER SYSTEMS WITH ADMIXTURES

Aswani, V; Ramaswamy, K P (2022-09-12)

Alkali activated binders (AABs) are a sustainable alternative to Portland cement. They make use of industrial byproducts rich in aluminosilicates to produce hardened binder which contain contains hydrous alkali-alumi ...
BEHAVIOUR OF FINNED PILES UNDER CYCLIC LOADING

Athira Raj, S; Rekha, Ambi (2022-09-12)

The loads of the structures are transferred to the soil by foundation. Foundation of structures are subjected to different modes of loading. For weak soil and heavy construction of structures pile foundation are better ...

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