Posted by: freequo - 10-09-2014, 07:31 AM - Forum: Archive
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Article/eBook Full Name: Clay and Shale Slope Instability
Author(s): William C. Haneberg, Scott A. Anderson
Edition: 1st edition
Publish Date: 1995
ISBN: 0813741106
Published By: Geological Society of America
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This new edition of the classic quantity surveying textbook retains its basic structure but has been thoroughly updated to reflect recent changes in the industry, especially in procurement. Although over the last 20 years a number of new procurement methods have evolved and become adopted, the recession has seen many clients revert to established traditional methods of procurement so the fundamentals of cost planning still apply – and should not be ignored. The first edition of this leading textbook was published in 1964 and it continues to provide a comprehensive introduction to the practice and procedures of cost planning in the procurement of buildings. This 9 th edition has been thoroughly updated to reflect changes that have occurred in the UK construction industry in the past six years. Whilst retaining its core structure of the three–phase cost planning process originally developed by Ferry and Brandon, the text provides a thorough grounding in contemporary issues including procurement innovation, whole life cycle costing and modelling techniques. Designed to support the core cost planning studies covered by students reading for degrees in quantity surveying and construction management, it provides a platform for understanding the fundamental importance of effective cost planning practice. The principals of elemental cost planning are covered from both pre– and post– contract perspectives the role of effective briefing and client/stakeholder engagement as best practice is also reinforced in this text. This new edition: Addresses The Soft Landings Framework (a new govt. initiative, especially for schools) to make buildings perform radically better and much more sustainably. Puts focus on actual performance in use at brief stage, during design and construction, and especially before and after handover. Covers recent changes in procurement, especially under the NEC and PFI Provides more on PPP and long–term maintenance issues Offers an improved companion website with tutorial worksheets for lecturers and Interactive spreadsheets for students, e.g. development appraisal models lifecycle costing models
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S TEEL D ISSIPATIVE B RACING S YSTEMS FOR S EISMIC R ETROFITTING OF E XISTING S TRUCTURES : T HEORY AND T ESTING
Author: Mario D’Aniello | Size: 13.9 MB | Format:PDF | Quality:Unspecified | Publisher: Università degli Studi di Napoli Federico II Facoltà di Ingegneria | Year: 2007 | pages: 316
Recent earthquakes have highlighted the urgency and importance of
rehabilitating seismically deficient structures to achieve an acceptable level of
performance. This can be achieved either reducing the load effect input to the existing structures, or improving the strength, stiffness, and/or ductility. Over the past 20 years, significant advancements have been made in the research and development of innovative materials and technologies for improving the seismic performance of existing struct ures through rehabilitation processes.The seismic protection of existing struct
ures represents nowadays one of the main tasks in the field of
structural engineering.Many examples of bad and unsatisfactory
structural performance, particular in case of reinforced concrete (RC) structures, have been due to several reasons such as bad quality of material
s, rough execution, lack of appropriate design of local details and
non-respect of code provisions. Besides, even if in very few cases, several failures have also occurred in the steel buildings during the well-known 1994 Northridge and 1995 Kobe Earthquakes, due to unexpected fragile local behaviour of connections respect to the large dissipative capacity expected by stru ctural designers (Mazzolani, 2000).
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1 Seismic Demands on Steel Braced Frame Buildings with Buckling-Restrained Braces
Author: Rafael Sabelli, Stephen Mahin and Chunho Chang | Size: 440 KB | Format:PDF | Quality:Unspecified | pages: 20
This paper highlights research being conducted to identify ground motion and structural characteristics that control the response of concentrically braced frames, and to identify improved design procedures and code provisions. The focus of this paper is on the seismic response of three and six story concentrically braced frames utilizing buckling-restrained
braces. A brief discussion is provided regarding the mechanical properties of such braces and the benefit of their use. Results of detailed nonlinear dynamic analyses are then examined for specific cases as well as statistically for several suites of ground motions to characterize the effect on key response parameters of various structural configurations and proportions.
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Author: ROBERT GEORGE DRIVER | Size: 11.9 MB | Format:PDF | Quality:Unspecified | Publisher: University of Albetta | Year: 1997 | pages: 250
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Hello to all,
Years of procrastination has finally got me and I have to start with studying unsaturated soil mechanics. There are lots of books and papers regarding this topic, but I would like to see the experience of others with these works.
So the main question of this thread would be, what book to use when you're starting with unsaturated soil mechanics? Is the books and papers written by Fredlund that good and sufficient enough?
With kind regards
freequo
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Civil Engineering Spreadsheets
Abutment Column Design
ACI 318-08 Rec Sec. Mx -Q-Torsion Design
ACI 350 & ACI224R-01 Rectangular Section Flexural Crack Width Control
ACI 350.3-06 Seismic Loads for Liquid-Containing Rectangular RC Tank
AISC-ASD89 calculation for Beam-Column member
Analysis for Flat roof systems in structural steel
Analysis of Pile Groups with Rigid Caps
Anchor Reinforcement
Anchor Reinforcement Metric Version
Appendix D – Anchor Bolt Anchorage
Appendix D – Anchor Bolt Anchorage AC! 318
Application for Generation of Height Span Charts Gable Frame Sheds
ASCE 7-10 Load Combinations
ASCE71OW – ASCE 7-10 Code Wind Analysis Program
Axial load capacities of single plates per AISC
Beam Investigation
Beaming Capacity for 2006 International Building Code
Bored Piles Wall and Ground Anchors
Bridge Concrete Deck Design
Bridge Design and Analysis
Calculator assessment of timber structures to AS1720
Calculator for assessment of cold formed steel structures to AS4600
Calculator for assessment of steel structures to AS4100
Calculation of Plane Truss
Cold Formed Steel Sheds Australia Height Span Limits of C-Sections
Composite Column
Concrete Beam Design (CSA A23.1-94)
Concrete slabs on grade
Concrete Special Structural Wall ACI 318-08
Corbel
Corbel Design (CBDM)
Design of Prestressed Double Tee Beams
Design of RCC Trench
Earthquake Lateral Forces
Elastomeric Bearing Design
Foundation Support of a Tank
Gable Canopy to Australian Codes
IBC 2006 Seismic Calculation
IBC2000E – Seismic loading analysis for buildings and various non building structures
IBC2003E – Seismic loading analysis for buildings and various non building structures
IBC2006E – Seismic loading analysis for buildings and various non building structures
IBC2009E – Seismic loading analysis for buildings and various non building structures
Loads Beam Slab and Spread Footing
Loads beneath Rigid Pile Caps or Rafts
Mast – Supporting Guyline
Member Design – Reinforced Concrete Beam B58110
Micropile Structural Capacity Calculation
PCI Stud Tension Breakout
Pile design
Prestressed Girder Design
RC Element Design to Indian Standards
RC Rectangular Section Design to BS811O Part 1 & 2
Re Bars
Re Bars (318 -05)
Re Bars (318-08)
Re Bars (318M-05)
Rectangular HSS & Box Shaped Members
Rectangular HSS & Box Shaped Members – Combined Bending Shear and Torsion
Rectangular Section Flexural Crack Width Control
Reinforced Concrete Staircase ACI-318-08
Reinforced Concrete Circular Columns
Reinforced Concrete Pad Footing AS3600 Compliant
Reinforced Concrete Rectangular Columns
Reinforced Concrete Sections to BS 8007
Retaining Wall Calculation
Retaining Wall Design
Retaining Walls
Roof Deck
Sheet Piling
Slab Design Base on BS Code
Snow Loading on FLat Roof
Soil Bearing Capacity Calculation
Standard hook bars in tension for AC! 318-08
Steel Roof and Floor Deck
Stresses Beneath Pads Under Eccentric Loads
UBC97 Earthquake Lateral Forces
US Steel Sheet Pile Design
X-bracing Design
All Structural Section Tables
Beam on Elastic Foundation Analysis
Concrete Design
Design of Structural Elements
Engineering with the spreadsheets
Footing Design
GoBeam
International Lateral Loads
Lateral Programs
Masonry Design
Misc Spreadsheets
Other Structural Spreadsheets
RC Stair design according to BS 8110
RC Spreadsheet v1
RC Spreadsheet v3
RC Spreadsheet v4a
Response Spectrum Workbook
Steel Design Spreadsheets
Structural Design Spreadsheets
Structural Tool Kit 3.37
UBC Seismic Calculations
WSBeam
AASHTO LRFD Slab
AC1318-08 RC Beam
Aluminum Capacity Design
Aluminum Rectangular Tube Design
Beam Analysis Spreadsheet
Beam Analysis Spreadsheet (Metric)
Beam Design Functions
Beam Reactions
Beam with stress
Beams
Beams on Elastic Foundation
BS 5950 Circular Hollow members
Built-in beam with 2 symmetric point loads
Checking Steel Members with Various Reinforcements
Continuous Beam Analysis (up to 4 spans)
Continuous Concrete Beams
Crane Design Guide to BS5950
Curved Beams
Design of Rectangular Column
EC3 Calculations
Enhanced Beam Analysis and Design
Flexure and Torsion of Single Angles
FRP Reinforcement of RC Beams & Slabs
Grating Aluminum Beam Design
Historic 1939 UK Steel Section Properties
Indian Steel Sections
Influence lines in continuous beam
Structural Details
AISC-LRFD HSS Bracing Punch Plate Connection
AISC-LRFD-HSS-Virendeel Connections
AISC-Weld calculation for built up beams
Analysis and Design of Steel Columns & Beams
Analysis of steel beam end connections using double clip an
Analysis of steel beams subject to concentrated loads
Analysis of Steel Column Base Plate
Anchor Bolt anchorage
Angle Seat Detail
Angle Section Properties
Angle type tension fitting
Base Plate analysis
Bolted Connection Angle Brace Tension
Bolted End Plate Splice Apex Connection of Portal Frame
Calculation for mixed concrete-wood floor
Channel type tension fitting
Check of Tubular Members as per API RP2A – LFRD Code
Beam Connections using clip angle
Coped W-Beam seat
Dayton-Shear-Reinforcement-System-For-Round-Columns
Dayton-Shear-Reinforcement-System-For-Square-Columns
Deck Slab
Design of anchorage for underground storage tanks
Design of Moment Connection
Design of Plate Elements
Design of Spread Footing
Embedment Strength of stud plate
Gusset Plate Connection for Truss
Load Combinations
Mast Design
Member Design – Steel Beam Column design to BS5950
Method of Jet Grouting
Monorail Design
Offshore Tubular Joints Punch Check as per API-WSD
Plates straps and rivets
Pole Foundation IBC 2003
Pre-Cast Column Connection Design
Precast Concrete Plank
Rectangular Spread Footing Analysis
Rectangular Steel Bar Design
Roof Purlin Design
Semi-Circular Tension Fitting
Shackle Calculations
Shear Friction ACI 318-02
Shear Lug Design
Simple Shear Connection Design AISC
Snap Fit Beam Calculator
Spread Footing_vl.04
Stair Stringer Design
Steel Beam Bearing Plate Design
Steel Beam End Connection Design
Steel Beam with Web Openings
Steel Reinforcing Platefor Masonry
Stress in a plate due to a point load
Two-Way Slab Design to BS 8110
Geotechnical Spreadsheets
Account The Shear Size Of Bored Piles
Analysis of a sheet pile wall
Analysis of a slip on a long natural slope
Analysis of Gabions
Axial and Lateral Load Piles (FEM)
Bearing Capacity
Bore Pile Design BS 8004
Bored Pile Deep Foundation
Bored Piles For The Analysis of Layered Soil
Boring Log
Cantilever retaining wall analysis
Concrete Box Culvert analysis and Design
Drained Strip Foundation En1997
Immediate Pad Footing Settlement
Lateral pressure against retaining wall due to surcharge loads
Pile Capacity Calculation
Reinforced Retaining Wall Design
Simple Geotechnics Calculations
Soil Arching – Braced Excavations
Surcharge Loads Tips – 2
Surcharge Loads types
Surcharge Point Loads
Tunnel Design – Initial Support with Steel Liner Plate
Wall Pressure Analysis
Finite Element Method (FEM) Spreadsheets
2D Frame Analysis
Beam Analysis with FEM
Bolt Connection Analysis with FEM
ExcelFEM_ 2D (for Excel 2003)
Excel FEM_ 2D (for Excel 2007 & Excel 2010)
Exc eIFEM_ 3D (for Excel 2003)
ExceIFEM_3D (for Excel 2007 & Excel 2010)
Truss Analysis with FEM
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The current design procedure for steel frame structures is a two-step process including an elastic analysis to determine design actions and
a separate member capacity check. This design procedure is unable to trace the full range of load-deflection response and hence the failure modes of the frame structures can not be accurately predicted. In recent years, the development of advanced analysis methods has aimed at solving this
problem by combining the analysis and design tasks into one step. Application of the new advanced analysis methods permits a comprehensi
ve assessment of the actual failure modes and ultimate strengths of structural
steel systems in practical design situations. One of the advanced analysis methods, the refined plastic hinge method,has shown great potential to become a practical design tool. However, at present, it is only suitable for a special class of steel frame structures that is not subject to lateral
torsional buckling effects. The refined plastic hinge analysis can directly account for three types of frame failures, gradual formation of plastic hinges, column buckling and local buckling. However, this precludes most of the steel frame structures whose behaviour is governed by lateral torsional buckling. Therefore, the aim of this research is to develop a practical advanced analysis method suitable for general steel frame structures including the effects of lateral-torsional buckling.Lateral torsional buckling is a complex three dimensional instability phenomenon.Unlike the in-plane buckling of beam-columns, a closed form analytical solution is
not available for lateral torsional buckling. The member capacity equations used in design specifications are derived mainly from testing of simply supported beams. Further, there has been very limited research into the behaviour and design of steel frame structures subject to lateral torsional buckling failures. Therefore in order to incorporate lateral torsional buckling effects into an advanced analysis method, a detailed study must be carried out including inelastic beam buckling failures.
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Posted by: tolga - 10-06-2014, 10:13 AM - Forum: Archive
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i search this book please help me friends
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