Author: ROBERT GEORGE DRIVER | Size: 11.9 MB | Format:PDF | Quality:Unspecified | Publisher: University of Albetta | Year: 1997 | pages: 250
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
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
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
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
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
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.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Posted by: tolga - 10-06-2014, 10:13 AM - Forum: Archive
- No Replies
i search this book please help me friends
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
NONLINEAR ANALYSIS OF MULTISTORY STRUCTURES USING NONLIN
Author: Gordon Chan | Size: 1.8 MB | Format:PDF | Quality:Unspecified | Publisher: February 24, 2005 Blacksburg, Virginia | pages: 143
This thesis presents the results of a study of the effect of variations of systemic parameters on the structural response of multistory structures subjected to Incremental Dynamic Analysis. A five-story building was used in this study. Three models were used to represent buildings located in Berkeley, CA, New York, NY, and Charleston, SC. The systemic parameters studied are post- yield stiffness, degrading stiffness and degrading strength. A set of single-record IDA curves was obtained for each systemic parameter. Two ground motions were used in this study to generate the single-record IDA curves. These ground motions were scaled to the design spectral acceleration prior to the applications. The effect of vertical acceleration was examined in this analysis. “NONLIN”, a program capable of performing nonlinear dynamic analysis, was updated to perform most of the analysis in this study. The damage measure used in this study was the maximum interstory drift. Some trends were observed for the post-yield stiffness and the degrading strength. However, no trend was observed for the degrading stiffness.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Fiber-reinforced polymer (FRP) composites have become an integral part of the construction industry because of their versatility, enhanced durability and resistance to fatigue and corrosion, high strength-to-weight ratio, accelerated construction, and lower maintenance and life-cycle costs. Advanced FRP composite materials are also emerging for a wide range of civil infrastructure applications. These include everything from bridge decks, bridge strengthening and repairs, and seismic retrofit to marine waterfront structures and sustainable, energy-efficient housing. The International Handbook of FRP Composites in Civil Engineering brings together a wealth of information on advances in materials, techniques, practices, nondestructive testing, and structural health monitoring of FRP composites, specifically for civil infrastructure.
With a focus on professional applications, the handbook supplies design guidelines and standards of practice from around the world. It also includes helpful design formulas, tables, and charts to provide immediate answers to common questions. Organized into seven parts, the handbook covers:
-FRP fundamentals, including history, codes and standards, manufacturing, materials, mechanics, and life-cycle costs
-Bridge deck applications and the critical topic of connection design for FRP structural members
-External reinforcement for rehabilitation, including the strengthening of reinforced concrete, masonry, wood, and metallic structures
-FRP composites for the reinforcement of concrete structures, including material characteristics, design procedures, and quality assurance–quality control (QA/QC) issues
-Hybrid FRP composite systems, with an emphasis on design, construction, QA/QC, and repair
-Quality control, quality assurance, and evaluation using nondestructive testing, and in-service monitoring using structural health monitoring of FRP composites, including smart composites that can actively sense and respond to the environment and internal states
-FRP-related books, journals, conference proceedings, organizations, and research sources
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
FGI Guidelines for Design and Construction of Health Care Facilities 2010
Author: The Facility Guidelines Institute | Size: 7.9 MB | Format:PDF | Quality:Original preprint | Publisher: The Facility Guidelines Institute | Year: 2010 | pages: 450 | ISBN: 9780872588592
On picking up the 2010 edition, users of previous editions of the Guidelines will notice a new organization to the content. This edition has been reorganized to reflect the numbering system of other national codes and stan- dards that design professionals and owners use every day. In addition, for clarity, full paragraph references are used in the text, including the chapter number followed by a hyphen and a sequenced number for each paragraph.
What will also be very noticeable is the new Part 6. For the 2010 edition, the Facility Guidelines Institute has partnered with the American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc., by adopting ANSI/ASHRAE/ASHE Standard 170: Ventila- tion of Health Care Facilities as the principal standard for ventilation systems in health care facilities. The 2010 edition of the Guidelines incorporates as Part 6 the 2008 edition of Standard 170, plus all addenda, present and future, issued by ASHRAE. Users can find an explanation of the relationship between ventilation information in the Guidelines text and in Standard 170, as well as information for accessing the Standard 170 addenda, at the beginning of Part 6.
The content of this edition is arranged in six Parts, grouping similar facility types together:
• Part 1 (General) provides information applicable to all health care projects and facility types.
• Part 2 (Hospitals) contains all of the chapters on hospitals.
• Part 3 (Ambulatory Care Facilities) contains chapters on a wide variety of outpatient facility types.
• Part 4 (Residential Health Care Facilities) includes chapters on residential care facilities—nursing, hospice, and assisted living.
• Part 5 (Other Health Care Facilities) contains chapters on other health care facility types that do not fall into the categories of Parts 2, 3, or 4. In this edition they are mobile, transportable, and relocatable units; freestanding birth centers; and adult day health care facilities.
• Part 6 (Ventilation of Health Care Facilities) contains ANSI/ASHRAE/ASHE Standard 170, as discussed above.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
As an advice 2014 Edition is out. If you have a professional benefit from this material buy it support this institute work.
Best Regards.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
![[Image: 48946013311401509081.jpg]](https://pic.civilea.com/images/48946013311401509081.jpg)
![[Image: download.png]](http://postgen.civilea.com/icon/download.png){kind=icon}
![[Image: 24828463500753980783.jpg]](https://pic.civilea.com/images/24828463500753980783.jpg)
![[Image: screen.png]](http://postgen.civilea.com/icon/screen.png){kind=icon}
![[Image: 18131844912527387384.jpg]](https://pic.civilea.com/images/18131844912527387384.jpg)
![[Image: info.png]](http://postgen.civilea.com/icon/info.png){kind=icon}
![[Image: password.png]](http://postgen.civilea.com/icon/password.png){kind=icon}
![[Image: 25000039851548002398.jpg]](https://pic.civilea.com/images/25000039851548002398.jpg)
![[Image: 58352581335279682653.jpg]](https://pic.civilea.com/images/58352581335279682653.jpg)
![[Image: 27059916977086313303.jpg]](https://pic.civilea.com/images/27059916977086313303.jpg)
![[Image: 21778289987440940450.jpg]](https://pic.civilea.com/images/21778289987440940450.jpg)
![[Image: comments.png]](http://postgen.civilea.com/icon/comments.png){kind=icon}