DSpace Home
→
E-Theses
→
NICE (SCEE)
→
Structural Engineering
→
BS
→
Browsing BS by Issue Date

Browsing BS by Issue Date

Now showing items 1-20 of 164

Analysis & Design of 3-Storey Hospital Building Using Cold Formed Steel

Wahid Badar (NUST-SCEE, 2012)

Earthquakes are the most catastrophic phenomena of nature. In October 2005, major earthquake struck northern areas of Pakistan which lead to heavy loss of property and human life. Survey of the area shows that buildings ...
DESIGN OF NUST CENTRAL LIBRARY

Hasan Tariq (NUST-SCEE, 2012)

The National University of Sciences and Technology (NUST) has since emerged as a leading research intensive university in Pakistan comparable to the top universities of the world. The NUST H-12 community comprises a ...
Determination of "Zero Time" for High-Performance Cement Pastes using Local SRMs by Different Techniques

Unknown author (NUST-SCEE, 2012)
Analysis Of Shear Walls in Controlling Lateral Drift in Medium to High Rise Structures.

Unknown author (NUST-SCEE, 2013)

Pakistan is located in seismic active zone of the world. Past earthquakes indicate the extent of damage being done to life and infrastructure as a result of earthquakes. Kashmir earthquake 2005, Quetta earthquake 1935 and ...
Control of lateral drift of medium to high-rise buildings using Concrete Bracings

Unknown author (NUST-SCEE, 2013)

Pakistan lies in one of the seismically active regions of the world. To resist the lateral forces induced by earthquake, usually shear walls are used in medium to high rise buildings in Islamabad. Due to increase in weight, ...
Carbon Fiber Reinforced Polymer (CFRP) composites with fibers/fabrics bonded with organic polymers (resin system) are being referred to as the materials of 21st century because of many inherent advantages including market acceptance. The application of composites in civil infrastructure projects started in late 1980, with major advances in bridges, roads, retrofitting of structures, and marine applications. In the last decade, significant efforts have been made to develop design guidelines, and construction and maintenance standards, and specifications for FRP reinforcement, CFRP being one of them, FRP wraps, and FRP shapes including standardized test methods.. Strengthening with externally bonded CFRP fabric has shown to be applicable to many kinds of structures. Currently, this method has been applied to strengthen such structures as column, beams, walls, slabs, etc. The use of external CFRP reinforcement may be classified as flexural strengthening, improving the ductility of compression members, and shear strengthening. It is well known that reinforced concrete beams strengthened with externally bonded fiber-reinforced polymer (FRP) or CFRP to the tension face can exhibit ultimate flexural strength greater than their original flexural strength. However, these FRP and CFRP strengthened beams could lose some of their ductility due to the brittleness of FRP and CFRP plates. The high strength-to-weight ratio, resistance to electrochemical corrosion, larger creep strain, good fatigue strength, potential for decreased installation costs and repairs due to lower weight in comparison with steel, and nonmagnetic and non-metallic properties of fiber reinforced polymer (FRP) composites offer a viable alternative to bonding of steel plates. The emergence of high strength epoxies has also enhanced the feasibility of using CFRP sheets and carbon fiber fabric for repair and rehabilitation. In the experimental study conducted, there point Flexural testing method was used comprising of 6 samples of beams, the details of which are as follows;  2 control beams-CB(kept as the reference)  2 Un-cracked beam retrofitted with CFRP-CFB  2 Pre-cracked beam retrofitted with CFRP-RFB The various findings of the experiments are summarized as under;  The ultimate load-carrying capacity of the strengthened (CFB and RFB) beams was increased as compared to the control beams (CB).  CFRP sheets increased the strength and stiffness of the beams to a great extent with eventual de-bonding failure at the ultimate load.  Beams strengthened with CFRP sheets showed lesser deflections as compared to the control beams (CB).  The crack widths were decreased substantially in the strengthened beams as compared to those in the control beams, with a significant increment in the moment capacity of he strengthened beams.  The Pre-cracked (RFB) and Un-cracked (CFB) strengthened beams exhibited similar deflection characteristics. But pre-cracked beam showed about 60% more deflection than un-cracked beams at service load of the control beams (CB), but later on both showed similar behavior. Additional work and elaboration on various under-addressed aspects is necessary as discussed in the summary and recommendation section of this thesis, to exploit the profound and widespread benefits of CFRP composites in making the structures more economical, having longer service lives and exhibiting better performance with lower maintenance requirements.

Unknown author (NUST-SCEE, 2013)

Carbon Fiber Reinforced Polymer (CFRP) composites with fibers/fabrics bonded with organic polymers (resin system) are being referred to as the materials of 21st century because of many inherent advantages including market ...
Flexural Strength Enhancement of RC Beams using Carbon Fibers Reinforcement Polymers (CFRP)

Unknown author (NUST-SCEE, 2013)

Carbon Fiber Reinforced Polymer (CFRP) composites with fibers/fabrics bonded with organic polymers (resin system) are being referred to as the materials of 21st century because of many inherent advantages including market ...
Incorporating Fracture Mechanics in the Design of Reinforced Concrete Structures

Unknown author (NUST-SCEE, 2013)

Concrete is usually described as the quasi-brittle material; its internal structure is entirely different from that of other engineering materials, which observes that the fracture processes in concrete are much different ...
Experimental Study of Ultra-High-Early Strength Repair Grout Systems

Unknown author (NUST-SCEE, 2013)

Ultra High Early Strength self-compacting repair grout (having compressive strength of about 3000 psi in half hour) is being used more and more frequently in repair of concrete structures and making pre-placed aggregate ...
SEISMIC ANALYSIS OF REINFORCED CONCRETE STRUCTURES IN PAKISTAN

Unknown author (NUST-SCEE, 2013)

The objective of this research work is to compare seismic vulnerability of unrettrofitted frame structures and the retrofitted frame structures and to use those seismic vulnerabilities for the determination of risk in ...
THE SIZE EFFECT ANALYSIS OF STEEL CONCRETE BOND STRENGTH

Iqra Choudhry (NUST-SCEE, 2013)

This report presents a research and study on analysis of size effect on concrete steel bond strength. The utility of reinforced concrete (RC) as a structural material is derived from the combination of concrete that is ...
SEISMIC VULNERABILITY ASSESSMENT OF MASONRY INFILLED REINFORCED CONCRETE FRAME STRUCTURES

AYESHA SAIF (NUST-SCEE, 2013)
REPAIR OF CONCRETE STRUCTURES USING FIBER REINFORCED CONCRETE

Unknown author (NUST-SCEE, 2013)

Fiber reinforced concrete is a concrete mix which utilizes fibrous material as reinforcement. These randomly oriented, uniformly distributed fibers exhibit a variety of properties when mixed with concrete. Steel fibers, ...
A Study of Self-Compacting Paste Systems using Secondary Raw Materials

Unknown author (NUST-SCEE, 2013)

This research work reports the results of self-compacting paste (SCP) systems using SRMs like ASTM class F fly ash and powdered silica fume as 10% by mass replacement of cement. The role of hemi-hydrate and anhydrite in ...
Repair of Concrete Structures using Fiber Reinforced Concrete

Shafique, Sheheryar (NUST, 2013)

Fiber reinforced concrete is a concrete mix which utilizes fibrous material as reinforcement. These randomly oriented, uniformly distributed fibers exhibit a variety of properties when mixed with concrete. Steel fibers, ...
A Study of Self-Compacting Paste Systems Using Secondary Raw Materials

Bakhtawar, Tanzeela (NUST, 2013)

This research work reports the results of self-compacting paste (SCP) systems using SRMs like ASTM class F fly ash and powdered silica fume as 10% by mass replacement of cement. The role of hemi-hydrate and anhydrite in ...
Development of an Early Earthquake Loss Assessment Framework for Pakistan

Waseem Akhtar (NUST-SCEE, 2014)

Pakistan is located in a seismically active area. Several severe earthquakes have struck the region in recent history, killing thousands and destroying infrastructure worth millions. An Earthquake Loss Assessment Framework ...
DEVELOPMENT OF ANDROID BASED APPLICATION FOR THE ANALYSIS & DESIGN OF CONCRETE STRUCTURES

Ahmed Aseem (NUST-SCEE, 2014)

This is the age of mobility and versatility; the technological endeavors of man have great implications on daily life affairs of an individual. A person looks for new and advanced systematic tools to accomplish his day to ...
ENERGY EFFICIENT BUILDING DESIGN

Saba Zulfiqar (NUST-SCEE, 2014)

Availability and use of electricity and fuel is the major concern for Pakistan. People go without electricity for half of the day and sometimes even more. New sustainable initiatives are needed to respond to the Pakistan ...
PROBABALISTIC SEISMIC VULNERABILTY ASSESEMENT OF RC FRAME STRUCTURES

Uzair Maqbool Khan (NUST-SCEE, 2014)

Now showing items 1-20 of 164

Search DSpace

Advanced Search

Browse

All of DSpace
This Collection
- By Issue Date
- Authors
- Titles
- Subjects

Browsing BS by Issue Date

Browsing BS by Issue Date

Search DSpace

Browse

All of DSpace

This Collection

My Account