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Life Cycle Evaluation of Rehabilitation of Residential Structures, Subjected to Earthquake
The rehabilitation of any structure is necessary, if the potential strength, as on the date, of the structural element or the global strength, found less than proposed, thereby reducing the factor of safety. The reduction in factor of safety alarms the danger signal during the event of disaster especially like earthquake. The ageing of the admixtures of the building components, environmental effects on the materials, repeated excessive or the change in the stresses reduces the strength. The change of use causing undesired change in nature and or of quantity of loading, change made in seismic zone, by national bodies, are the other factors that contribute in reduction of potential strength of the building.
Factors Affecting Employee's Retention in Automobile Service Workshops of Assam An Empirical Study.
An organization’s ability to attract and retain talent is an essential component of talent sustainability. When organizations experience employee turnover, organizational knowledge is lost (Cotton & Tuttle, 1986; Lowe & Barnes, 2002). Employee retention affects an organization’s overall performance. In the coming years, organizations including the federal government will experience an increase in attrition due in part to retirements. Annually, organizations spend billions of dollars replacing the talented employees who have left their employ (Mathis, 2006a). In addition, organizations will need to replace employees that are eligible to retire. Baby boomers are defined as people born between 1945 and the early 1960’s (Business Dictionary, 2013). The retirement of baby boomers will decrease the supply of talent in the next five years. As the need for talent increases, the acquisition of talent becomes more competitive as organization pull from the same pool of candidates.
Basic Computer Engineering By Shekh Jahid
Unlock Your Potential with "Basic Computer Engineering" Designed for Computer and IT students, this textbook is meticulously organized to provide a seamless understanding of computer fundamentals and advanced concepts. Covering essential topics in alignment with the RGPV syllabus, this book offers a comprehensive journey from basic components to modern digital applications. Equip yourself with the knowledge you need to excel in your studies and future career. Perfect for mastering the subject and acing your exams, "Basic Computer Engineering" is your key to success!
Experimental Studies of Different RCC Structures.
Earthquakes are natural hazards under which disasters are mainly caused by damage to structures or collapse of buildings and other man-made structures. Shaking and ground rupture are the main effects created by earthquakes, principally resulting in more or less severe damage to buildings and other rigid structures. As the earth vibrates, all buildings on the ground surface will respond to that vibration in varying degrees. The horizontal ground motion action is similar to the effect of a horizontal force action on the building.
15 IMPROVING LAN PERFORMANCE _ SPEED BY FAST ETHERNET TECHNOLOGY
The performance of your local area network (LAN) can directly affect your company’s business success. In small and medium businesses alike, employees need quick, reliable access to applications and data to perform their jobs. A LAN that delivered adequate performance when installed, however, may now be straining. Factors contributing to the need for an upgrade are more users, more powerful PCs and servers, more demanding applications, and the growing role of the intranet.
A Study of Seismic Strengthening of Multi Storey Building
Earthquakes, even though they occur rarely, induce inertia forc% which is dynamic and complex. Moreover, they are sometimes so devastating that it is worth going into the depth of understanding them. The current work is one step towards understanding the complex effects of this dynamic force particularly on low rise RC structures which are found in almost all parts of the world. During 2001 Bhuj earthquake of India, a major damage was observed in RC framed structures at Ahemdabad which were in the range of G+3 to G+7 storey. Most of the buildings were having a normal grid of 3m x 3m column spacing with a storey height of 3m. Hence the present work, which is expected to act as a guide line for Civil and Structural Engineers in smaller towns and cities where expert advice may not be easily available, is devoted to RC framed structures ranging from G+3 to G+ 7 storeys
ASSESSMENT EVALUATION OF STRUCTURE USING ADVANCED UNDISTRUCTIVE METHODS
Reinforced and pre-stressed concrete are widely used for the construction of infrastructures such as bridges, industrial structures, buildings, etc. Most of the time, the quality of the concrete mix is assumed to be guaranteed but due to the congestion of reinforcement and the quality control exercised during placing and vibrating, honeycombs and voids are likely to be present in the hardened concrete. The presence of voids leads to the early deterioration of concrete and corrosion also sets in. The corrosion of reinforcement causes damage to the cover concrete and also section loss in the area of steel. In the case of pre-stressed concrete members, the corrosion leads to a catastrophic failure without any warning. Hence, it becomes necessary to evaluate the condition of concrete using Non Destructive Techniques (NDT) and Partially Destructive Techniques (PDT). The Ultrasonic Pulse Velocity (UPV) method which is widely adopted till now gives the relative quality and integrity of concrete and is based on the transit time. The rebound hammer gives the quality of concrete in the cover zone based on the rebound number.
A Study of Derrick Structure Based on Bolted Tubular Connection & ITS Optimization
In this report a model for the determination of the serviceability and ultimate moment capacities of bolted moment end plate connections utilising rectangular hollow sections joined with eight bolts is presented. The connection configuration is such that two bolts are located above each of the flanges and beside each of the webs. The model considers the combined effects of prying action due to flexible end plates, the formation of yield lines in the end plates, and failures due to punching shear and beam section failure. The model is calibrated and validated using experimental data from a test program. The design model constitutes a relatively simple method for predicting the serviceability and ultimate moment capacities for the particular type of bolted moment end plate connection described herein.
Designing and Planning of Four Lane CC Road From Makroniy Square to Girls P.G College in Sager (M.P)
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