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Now showing items 221-240 of 278

Performance Based Seismic Design of RC Buildings Using SAP2000

Shahana Yousaf Janjua (NICE SCEE, National University of Sciences and Technology, Islamabad, 2013)

Earthquakes are one of the natural hazards that have potential to cause the maximum damages. These ground shaking forces are random and unpredictable in nature. Performance based design has gained a new dimension in the ...
Impact Response Analysis of Retaining Wall Under Falling Weight Impact Load

Asim Bashir (NICE SCEE, National University of Sciences and Technology, Islamabad, 2013)

Road infrastructures all over the world are prone to Natural disasters causing colossal damages. These natural disasters range from falling weight, avalanches and accidental loads to earthquakes, floods and tornadoes. In ...
Use of Fly Ash (FA) and Lime Stone Powder (LSP) In Self Compacting Cementitious Systems (SCCS) Using Ordinary Portland cement (OPC) And Its Blend with Calcium Aluminate Cement (CAC)

Asad Abbas Chishti (NICE SCEE, National University of Sciences and Technology, Islamabad, 2013)

Self-Compacting Cementitious Systems (SCCS) based on Ordinary Portland cement (OPC), Calcium Aluminate Cement (CAC) and Supplementary Cementitious Materials (SCMs) are very limited to field applications because no data ...
Assessment of Seismic Response of Masonry Piers and Characterization of their Seismic Damage under Dynamic Load Simulations

Muhammad Yousaf Anwar (NICE SCEE, National University of Sciences and Technology, Islamabad, 2013)

This research intends to the formulation of a finite element model for predicting the seismic response of masonry bridge piers. Cyclic load simulations are to be applied to the model and the stress-strain hysteretic graphs ...
3D Elasto-plastic Seismic Numerical Modeling and Analysis of Masonry Arch Bridges

Muhammad Faisal Javed (NICE SCEE, National University of Sciences and Technology, Islamabad, 2013)

Pakistan is located on an earthquake prone area and old bridges were designed without any seismic provision. In the years (2005), tremors were felt in Pakistan due to the strong earthquakes at Kashmir, which highlight the ...
Seismic Vulnerability Assessment of Strengthened RC Structures

Hammad Salahuddin (NICE SCEE, National University of Sciences and Technology, Islamabad, 2013)

The objective of this research work is to assess the seismic vulnerability of a retrofitted RC frame. An analytical curve is developed for that purpose. The confinement behavior in RC columns is explained in detail. The ...
Seismic Simulation and Vibration Control Using Shake Table Testing

Kashif Mahmood (NICE SCEE, National University of Sciences and Technology, Islamabad, 2013)
Seismic Vulnerability Assessment of Deficient Reinforced Concrete Frame Structure

Kashif Qayyum (NICE SCEE, National University of Sciences and Technology, Islamabad, 2012)
Effect of Silica Fume and Fly Ash on Self Compacting Mortars

Muhammad Umair Majeed (NICE SCEE, National University of Sciences and Technology, Islamabad, 2012)

Self-compacting concrete does not require manual compaction and is capable to flow under its own weight. Self-compacting concrete has found diverse applications in modern engineering practices including placements in heavily ...
A Study of Packing Effects in Self-Consolidating Mortar Systems with and without Pozzolanic Mineral Admixtures

Qamar uz Zaman (NICE SCEE, National University of Sciences and Technology, Islamabad, 2012)

The classical idea of particle packing is based on Apollonian concept, in which the smaller particles fit into the interstices left by the large particles. Well defined grading with an ideal size distribution of aggregate ...
Seismic Evaluation and Strengthening of Existing RC Buildings

Zeeshan Alam (NICE SCEE, National University of Sciences and Technology, Islamabad, 2012)

Moderate to high levels of seismic hazard are present through out the Pakistan and numerous collapsed by Oct. 8, 2005 Earthquake verified the seismic vulnerability of building type present in the country. Seismic retrofitting ...
Seismic Assessment of Reactor Building of Nuclear Power Plant

Khawaja Ahsan Qadeer (NICE SCEE, National University of Sciences and Technology, Islamabad, 2012)
A Study of Self Compacting Cementitious System Using Lime Stone Powder, Marble Powder and Ground Granulated Blast Furnace Slag

Khurram Javed (NICE SCEE, National University of Sciences and Technology, Islamabad, 2012)
A Study of Self Compacting Cementitious Systems Using Metakaolin and Glass Powder

Manan Mansoor Qureshi (NICE SCEE, National University of Sciences and Technology, Islamabad, 2012)

Self Compacting Cementitious Systems (SCCS) are a modern technology in the field of high performance concrete which has been used extensively throughout the world. Some major applications of this technology involve massive ...
Effect of Longitudinal Tensile Reinforcement Ratio on Minimum Shear Reinforcement in Reinforced Concrete Beams - I

Javaid Anwar (NICE SCEE, National University of Sciences and Technology, Islamabad, 2012)

To avoid abrupt shear failure, ACI 318 – 08 specifies the requirements for the minimum amount of shear reinforcement for Reinforced Concrete Beams. The equation given for minimum shear reinforcement is based on previous ...
Study of Quarry Dust, Glass Powder and Ground Granulated Blast Furnace Slag as SRMS in Self Compacting Cementitious System

Adnan Ahsan (NICE SCEE, National University of Sciences and Technology, Islamabad, 2011)

Self-compacting cementitious system (SCCS) are emerging class of concrete materials that offer great potential for improved ease of placement, increased rate of construction and lower cost through reduced labour and time. ...
Effect of Longitudinal Tensile Reinforcement Ratio on Minimum Shear Reinforcement in Reinforced Concrete Beams - II

Muhammad Usman Hanif (NICE SCEE, National University of Sciences and Technology, Islamabad, 2011)

To avoid abrupt shear failure, ACI 318 – 08 specifies the requirements for the minimum amount of shear reinforcement for Reinforced Concrete Beams. The equation given for minimum shear reinforcement is based on previous ...
A Study of Self Compacting Cementitious Systems using Wheat Straw (Toori) Ash and Calcined Bentonite

Rao Arsalan Khushnood (NICE SCEE, National University of Sciences and Technology, Islamabad, 2011)

Self Compacting Cementitious Systems (SCCS) is the modern technology of this decade. Secondary Raw Materials (SRM’s) form the basic ingredients along with chemical admixtures in SCCS/HPC. Extensive successful research work ...
A Study of Packing Density Effects on Self Consolidating Cementitious Systems

Sajjad Ahmad (NICE SCEE, National University of Sciences and Technology, Islamabad, 2011)

Self consolidating concrete (SCC) is the new emerging technology in the construction industry offering great flexibility of placement in situations of congested reinforcement and complex structural elements leading to ...
Vulnerability Assessment of Structures Subjected To Earthquakes (VASE) In Pakistan

Aaroon Joshua Das (NICE SCEE, National University of Sciences and Technology, Islamabad, 2011)

The threats and damages of Earthquakes are intense and Pakistan is located in one of the most seismically active zones of the world. Historic earthquakes like Taxila earthquake of 25 AD, Quetta earthquake of 1935, Kashmir ...

Now showing items 221-240 of 278

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