The vertical deflections of beams is calculated as per Euro Code-2. The Vertical deflection of edge beam is calculated for the most unfavourable serviceability load case. Edge Beams in five faces of clinic building is checked for deflection. i.e. north face, east face,south face, west face curved portion and west face as shown previously.
The following pages shows the vertical deflection calculation of edge beams in second mezzanine floor level ( since the loading is more in this floor due to presence of mechanical rooms).
Vertical deflection calculation for the beam which has maximum deflection on that face is shown here.
DIRECT LINKS
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I Am Designing 20 Storied Building With Transfer Girder Beams at 3rd Floor i Mean Over That Beams There are Floating Columns are There. I Modeled Building in Etabs. Can Anybody Let me Know About Soft storey Check in Etabs And Design. Is There Any Load Combinations in Etabs For Soft Storey Design?
Author: A. E. Adams, W. S. MacKenzie , C. Guilford | Size: 50 MB | Format:PDF | Publisher: Wiley; 1 edition | Year: (July 23, 1984) | pages: 108 | ISBN: 978-0470274767
Atlas of sedimentary rocks under the microscope A third volume to accompany the successful Atlas of Rock-forming Minerals in Thin Section and Atlas of Igneous Rocks and Their Textures, this full-colour handbook presents over 200 colour illustrations of the common constituents and textures of sedimentary rocks as seen using thin sections or acetate peels. Since carbonate rocks show the greatest variety of grain types half the book is devoted to them, but the authors also cover sandstones, ironstones, phosphatic rocks, evaporites and cherts. In addition to the plates and their captions a short introduction outlines the classifications used and the staining techniques applied to most of the limestone samples. Like its predecessors, this atlas provides an essential guide and laboratory manual for geology students and teachers. Amateur geologists will also find much to help them enjoy the study of sedimentary rocks under the microscope with the aid of relatively simple equipment. A.E. Adams is Lecturer in Geology at the University of Manchester. W.S. MacKenzie is Emeritus Professor of Petrology at the University of Manchester. C. Guilford was formerly Superintendent of the Department of Geology at the University of Manchester.
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1. Marine structures engineering, by Gregory P. Tsinker
2. Design of marine facilities for the berthing, mooring, and repair of vessels by John Gaythwaite
or any Book where example of design of Wharves, Piers and Jetties will be found.
Hi all
I doing thesis master
I need some paper for my thesis
1. K. Subbaraj, M.A. Dokainish (1989). A survey of direct time integration methods in computational structural dynamics. II. Implicit methods, Computers and Structure,s 32, 1387–1401.
2. J. Chung, G.M. Hulbert (1993). A time integration algorithm for structural dynamics with improved numerical dissipation: the generalized-a method, Journal of Applied Mechanics, 60, 371–375
Structural Shear Joints: Analyses, Properties And Design for Repeat Loading
Author: George T. Hahn, Kaushik A. Iyer, Carol A. Rubin | Size: 21,4 MB | Format:PDF | Publisher: Woodhead Publishing Limited | Year: 2005 | pages: 267 | ISBN: 0791802388
This book describes the mechanical response of butt, lap and doubler joints. The findings apply to shear connections in civil, aerospace, and other mechanical structures subjected to repeated loading. The findings are intended for engineers and NDE practitioners concerned with the design of new, as well as inspection and maintenance of existing shear joints. Fatigue strengths of the joints are derived using conventional, material S-N data and the joint stress concentration factor. Structural Shear Joints treats the different modes of load transmission: the bearing, clamped, and adhesive modes, joint geometry: fastener spacing and number of fastener rows, and fastener geometry: standard and countersunk heads and self-piercing and interference fasteners. It contains analyses that relate global features with the local conditions that govern contact fatigue damage such as the contact pressures, interface slips and the intensity and locations of stress concentrations. The role of fretting wear is discussed. The estimates of joint fatigue strength are compared with a selection of fatigue strength measurements for aluminum and steel joints. In many cases, the method offers valid estimates and preliminary designs of joints meeting given fatigue strength requirements. The book incorporates the results of over 150 recent and detailed, 2D and 3D finite element analyses of aluminum and steel connections. It includes handbook-type summaries of the results of the finite element calculations, as well as modeling details such as finite element meshes, material models, boundary conditions and validation procedures to assist design engineers with computations. A simplified methodology for modeling joints that contain adhesive is also provided. Useful for all engineers concerned with structural fatigue, the book addresses riveted and bolted joints, aluminum connections for airframes and automotive bodies, and steel connections for machines and bridges.
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Dear members,
I need these papers. Please!
N. Wattanasakulpong, B.G. Prusty, D.W. Kelly, M. Hoffman, "A Theoretical Investigation on the Free Vibration of Functionally Graded Beams", in Proceedings of the Tenth International Conference on Computational Structures Technology. 14- 17 Sept 2010, Valencia, Spain.
Author: Ernest D. Werner (editor) and Hugh P. Friedman (editor) | Size: 19.3 MB | Format:PDF | Publisher: Nova Science | Year: 2010 | pages: 417 | ISBN: 1607412586
A landslide is a geological phenomenon which includes a wide range of ground movement, such as rock falls, deep failure of slopes and shallow debris flows, which can occur in offshore, coastal and onshore environments. Although the action of gravity is the primary driving force for a landslide to occur, there are other contributing factors affecting the original slope stability. Typically, pre-conditional factors build up specific sub-surface conditions that make the area/slope prone to failure, whereas the actual landslide often requires a trigger before being released. This book discusses such triggers, as well as their outcomes.
Research studies of landslides that have occurred in various geographical settings are also among the topics examined in this book, as well as an analysis of the factors that caused them.
Contents
1. Mass Movements in Adriatic Central Italy: Activation and Evolutive Control Factors.
2. Causes and Effects of Landslides in the Monterrey Metropolitan Area, NE Mexico.
3. Mitigation of Large Landslides and Debris Flows in Slovenia.
4. Geomatic Methods for Punctual and Areal Control of Surface Changes Due to Landslide Phenomena.
5. Using Largest Seismically Induced Landslides for Estimating Earthquake Magnitudes and Topography Changes.
6. Recognition of Likely Large-Scale Landslip Failure Surfaces through Geotechnical Core Logging Methods.
7. Multi-scale Analysis for Estimating Strong Ground Motion and Structure Responses.
8. Prediction of the Seismic Displacement of Landslides Using a Multi-block Model.
9. Faults Activity, Landslides and Fluvial Catchments Triggered by the 28 December 1908 Messina Strait Earthquake (Italy).
10. Special Problems in Landslide Modelling: Mathematical and Computational Methods.
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After a thorough search in civilea's database I couldn't find the following CIGB-ICOLD BULLETINS, which are very useful for me in the present moment. If someone can upload them (preferable in English), i would be grateful.
Bulletin 38 - 1981: Use of thin membranes on fill dams
Bulletin 78 - 1991: Watertight geomenbranes for dams - State of the art
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