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MS: Recent submissions

Now showing items 201-220 of 278

Earthquake Risk Assessment of Balochistan Pakistan through Low Resolution Satellite Imagery

Habil Ahmad (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)

Building or housing inventory plays basic role in the Seismic Risk Analysis. The performance of buildings in the earthquake mainly depends on the nature of building, its structural details, typologies as well as the nature ...
High Temperature Material Properties of Calcium Aluminate Cement Concrete

Hammad Anis Khan (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)

Fire is one of the most dangerous hazards that can occur in any type of structure which result in the loss of life and property. Currently, the primary material used for construction of most structures is concrete. Material ...
Crack Healing In Concrete Using Various Bio Influenced Self-Healing Techniques

M. Basit Ehsan Khan (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)

Concrete is most widely used engineering material in construction industry due to its strength, durability and low cost as compared to other construction materials. However, crack formation and progression under tensile ...
Effect of Mild Confinement on Flexural Behavior of Reinforced Concrete Beams

Sajjad Ahmed (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)

This thesis focuses on study of effect of confining the concrete compression region on flexural behavior of reinforced concrete beams. The idea is based on the concept that uniaxial stress – strain relation of concrete ...
Effect of Moderate Confinement on Flexure Behavior Of Reinforced Concrete Beams

Muhammad Haris Hameed (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)

It is well known that confined concrete has better stress- strain behavior in compression than unconfined concrete. This concept has traditionally been applied to columns where compression concrete is confined through ...
Effect of Confinement on Flexure Behavior of Reinforced Concrete Beams Using Conventional Steel Stirrups

Umer Farooq (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)

Failure of reinforced concrete beams is either governed by reinforcing steel or compression concrete depending on relative resistance provided by these two materials to the applied bending moments. Failure initiated by ...
Comparative Study of Self Compacting Concrete (SCC) Using River Gravel and Crushed Stone Aggregates With Simultaneous Cement Replacement by SRMs

Umer Hanif (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)

Self-Compacting Concrete (SCC) has revolutionized construction industry and is being used extensively throughout the world. This study was made to compare the role of river gravel and crushed stone aggregates in Self-compacting ...
Factors Governing Flexure and Shear Behavior of Reinforced Concrete Wide Beams

Hazoor Bakhsh (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)

Reinforced concrete (RC) has become one of the most main building materials and is being broadly used in many types of engineering structures. High-rise buildings and many other structures due to architectural constraints ...
High Temperature Mechanical and Material Properties of Burnt Masonry Bricks

Muhammad Farrukh Bashir (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)

Fire hazard is one of the most severe environmental conditions to which buildings and dwellings may be subjected, therefore, the provision of appropriate fire safety measures is an important aspect in-built infrastructure. ...
Seismic Vulnerability Assessment of Typical Reinforced Concrete Buildings in Pakistan

Muhammad Usman Ali (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)

Pakistan is situated in a highly active seismic zone and its building stock is under immense seismic risk as indicated by the heavy damage to life and infrastructure during Kashmir earthquake, 2005. The main reasons for ...
Shear Behaviour of Ordinary Strength RC Slender Beams

Muhammad Kashif Shehzad (NICE SCEE, National University of Sciences and Technology, Islamabad, 2014)

Major factors contributing to the shear behavior in reinforced concrete (RC) beams have been identified as compressive strength of concrete, shear span to effective depth ratio, and longitudinal reinforcement. Though ...
Surface areas of QD by Micrometrics Analysis

Muhammad Naveed Aslam (NICE SCEE, National University of Sciences and Technology, Islamabad, 2014)
Response of Self Compacting Cementious Systems (SCCS) Using Lime Stone Powder (LSP) and Marble Powder (MP)

Ali Raza Khalid (NICE SCEE, National University of Sciences and Technology, Islamabad, 2014)

Self-Compacting Cementitious Systems (SCCS) have emerged as modern technology in the field of advanced concrete materials which are being used extensively throughout the world after carrying out successful research work ...
Seismic Vulnerability Assessment of Deficient RC Structures with Bar Pullout and Joint Shear Degradation

Arslan Mushtaq (NICE SCEE, National University of Sciences and Technology, Islamabad, 2014)

Pakistan is an underdeveloped country, still striving for improvement in construction practices. Most of the private construction is carried out as non-engineered which caused loss of approximately 85,000 lives in Kashmir ...
Seismic Casualty Assessment Of Khyber Pakhtunkhawa Province, Pakistan

Hasnain Iftikhar (NICE SCEE, National University of Sciences and Technology, Islamabad, 2014)

The devastation in the recent events in Muzaffarabad Kashmir (2005) and Awaran Balochistan (2013) earthquake highlights the need for earthquake risk assessment (ERA). It is also suitable to develop the ERA framework in a ...
Use of Structural Concrete Insulated Panels (SCIP) System in Pakistan and Study of Its Different Aspects

Israr Ul Haq (NICE SCEE, National University of Sciences and Technology, Islamabad, 2014)

After the earthquake of October 2005, almost 70% RCC buildings were either destroyed or declared unfit for living. The government of Pakistan (GoP) as well as some local and international donor agencies including United ...
Earthquake Risk Assessment of Khyber Pakhtunkhawa Province, Pakistan

Muhammad Abbas Qureshi (NICE SCEE, National University of Sciences and Technology, Islamabad, 2014)

Kashmir 2005 and recent earthquakes in Baluchistan 2013 demand the earthquake hazard and risk assessment of whole country. Assessing the risk associated with earthquake is challenging as well as very essential component ...
Comparison of Confinement Provided by CFRP and GFRP Wrapping To Normal and High Strength Concrete

Mohammad Rameez Sohail (NICE SCEE, National University of Sciences and Technology, Islamabad, 2014)

CFRP (Carbon Fiber Reinforced Polymer) and GFRP (Glass Fiber Reinforced Polymer) are used to enhance the strength and ductility of concrete. The enhancement in strength and ductility depends upon the type of fiber reinforced ...
Behavior of Cold Formed Light Gauge Steel Framed Hollow and In-Filled Shear Walls With Fiber Cement Board Sheathing

Ahmed Moghis (NICE SCEE, National University of Sciences and Technology, Islamabad, 2014)

Being light in weight, cold-formed steel shear wall panels made with light gauge steel are extensively used in residential and office buildings (low to mid-rise), particularly in structures under seismic loadings. These ...
Modeling, Analysis and Application of Dhajji-Dewari Structures in Pakistan

Sardar Kashif Ur Rehman (NICE SCEE, National University of Sciences and Technology, Islamabad, 2013)

Ohajji-Oewari (0-0) is the name given to construction composed of traditional timber braced framing and masonry infill, which is the prevailing construction for residential buildings in the northern parts of Pakistan and ...

Now showing items 201-220 of 278

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