Design of Multistory Reinforced Concrete Buildings for Earthquake Motions
By: Nathan M. Newmark, and Leo H. Corning John A. Blume (Author)
Paperback
Publisher: American Concrete Institute (1992)
ASIN: B000U3AG10
Publisher Portland Cement Association, Illinois
Year c1961
Product Description:
Description: This landmark publication is a complete guide to the design and detailing of reinforced concrete buildings for seismic forces. Abstract: The publication is a complete guide to design of reinforced concrete buildings for earthquake motions. It contains practical information on earthquake ground motion and its effects, design spectrum, response of multistory buildings to earthquakes, principles of earthquake-resistant design, seismic design considerations, code requirements, strength, ductility, and energy absorption. Construction and inspection of reinforced concrete building subjected to earthquake ground motions is also discussed. Application of earthquake resistant design provisions is illustrated through analysis, design, and detailing of a 24-story reinforced concrete building. Table of Contents 1. Earthquake Ground Motion and Its Effects 2. Earthquake Response of Multi-Degree-of-Freedom Systems 3. Principles of Earthquake-Resistant Design 4. Design Considerations and Code Requirements 5. Strength, Ductility, and Energy Absorption of Reinforced Concrete Members 6. Design of Reinforced Concrete Frames 7. Design of a 24-Story Building 8. Construction and Inspection Appendix A Elastic Modal Analysis of a 24-Story Building Appendix B Energy-Absorption Considerations Appendix C Recommended Lateral Force Requirements, SEAOC Appendix D References Appendix E Notation
It's old but a must-have book.
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Bridge Design Aids - April 2005 : California Department of Transportation
Actually this is the collection of different papers related to design of bridges.
Here,
Screenshots are not available but u can download full INDEX attached directly to this thread.
Table of Content:
SECTION 1 - Abutments [ Abutment Investigation ~ Diaphragm Abutment Without Footing ~ Diaphragm Abutment With Footing ~ Short Seat Abutment ~ High Cantilever Abutment ]
SECTION 2 - Footings [ Seal Courses ]
SECTION 3 - Retaining Walls [ Earth Retaining Systems ~ Magnitude, Location and Moment Horizontal ~ Earth Pressures for Retaining Walls ~ Cantilever Wingwall Design ~ Mechanically Stabilized Embankment ~ Welded Wire Mat Density per Full Face Panel ~ Loading Conditions ~ Foundation Pressure in Kips per Sq. Ft ~ Foundation Pressure in Kips per Sq. Ft. – Loading Condition 4E ~ Forces: Cantilever Sign Truss on Retaining Wall ]
SECTION 4 - Concrete Slabs [ Standard Slab Bridge – General Instructions ~ Makeup of Plans ~ Basis of Design ~ Standard Slab Bridge – Slab Details – Single and 2 Span ~ Standard Slab Bridge – Slab Details – 3 Spans ~ Standard Slab Bridge – Slab Details – Multi Span ~ Standard Slab Bridge – Slab Details – Hinge at Bent ~ Standard Slab Bridge – Slab Details – Hinge at L/6 ~ Standard Slab Bridge – Support Design Data No. 1 ~ Standard Slab Bridge – Support Design Data No. 2 ~ Standard Slab Bridge – Typical Support Calculations ~ Slab Hinge Details ~ Slab Reinforcement Details ~ Slab Bridge Pile Details ]
SECTION 5 - Concrete Design [ Standard Notations and Design Formulas ~ Concrete Design ~ Resisting Moments of Beams and Slabs for Balanced Design and Compressive Reinforcement ~ Resisting Moments for Flanges of Box Girders and T-Beams (Foot-Kips) ~ Table of Unit Values ~ Box Girders – Moments of Inertia and Weight Tables Moments of Inertia for T-Beams ~ T-Beams – Moments of Inertia and Weight Tables 11" Stem ~ T-Beams – Moments of Inertia and Weight Tables 13" Stem ~ Charts for Resisting Moments – Box Girders ~ Graph – Resisting Moments – Slab = 5 ½" ~ Graph – Resisting Moments – Slab = 6" ~ Graph – Resisting Moments – Slab = 6 ¼" ~ Graph – Resisting Moments – Slab = 6 ½" ~ Graph – Resisting Moments – Slab = 6 ¾" ~ Graph – Resisting Moments – Slab = 7" ~ Column Design Charts ~ Shear Modification for Skewed Concrete Girders ~ Steps for Accessing and Running PSHEAR ~ Inverted T-Caps ~ Inverted "T" Bent Cap Design Example ~ Areas and Perimeters for Various Bar Sizes and Number of Bars ~ Areas and Perimeters for Various Bar Sizes and spacing ~ Anchorage to Concrete ]
SECTION 6 - Prestressed Concrete [ Precast Prestressed Girders ~ Caltrans Standard "I" Girder ~ Caltrans Standard "Bulb-Tee" Girder ~ Caltrans Standard "Bathtub" Girder ~ Prestressed Trapezoidal Box Girder ~ Precast Prestressed Concrete Box Girder ~ Nomograph for Frictional Loss and Cable Elongation ~ Prestressed Concrete Slabs ]
SECTION 7 - Steel Design [ Composite Girder Approximate Flange Areas ~ Moments of Inertia of One Plate/Two Flanges ~ Data for Design of Steel Connections ~ General Information (Rivets, Bolts, Welds, etc.) ~ Steel Connections, Length of Weld or Number of Bolts ~ Properties of Welded Columns and Beams ]
SECTION 8 - Influence Lines [ Validation for Section 8 ~ Influence Lines for Continuous Spans ~ Influence Lines for Four Equal Spans ~ Envelope Curves for Moment – Interior Span ~ Envelope Curves for Moment – 3 Equal Continuous Spans ~ Envelope Curves for Moment – 2 Equal Continuous Spans ]
SECTION 9 - Live Load Moments and Shears [ Validation for Section 9 ~ HS20-S16(44) Loading ~ Simple Beam Shear – One Lane ~ Simple Span Shear (Kips) – One Lane ~ Bending Moments – Simple Beam ~ Moments, Shears and Reactions for Continuous Spans – Live Loading ~ Moments, Shears and Reactions for Continuous Spans – Live Loading (cont.) ~ One Lane Live Load – Simple Span –Shears and Reactions ~ One Lane Live Load – Hinge at 1/5 Point ~ One Lane Live Load – Hinge at 1/6 Point ~ One Lane Live Load – Hinge at 1/7 Point ~ One Lane Live Load – Hinge at 1/8 Point ~ One Lane Live Load – Hinge at 1/9 Point ~ One Lane Live Load – Hinge at 1/10 Point ~ One Lane Live Load – Hinge at 1/11 Point ~ One Lane Live Load – Hinge at 1/12 Point ~ Table of Maximum Moments for Permit Load ~ Steam Railroad Loading – Class E-10 ]
SECTION 10 - Type Selection [ General Features of Design ~ Clearance at Structures ~ Curbs ~ Concrete Barriers and Barrier Railings (Structures) ~ Combination Railings (Vehicular and Pedestrian) ~ Combination Railings for Bridge Structures ~ (Vehicle and Pedestrian) ~ Pedestrian Railings for Bridge Structures ~ Roadway Drainage ~ Surfacing on Bridges ~ Selection of Type (Structures) ~ Abutments ~ Abutment Types ~ Piers or Bents ~ Slopes at Abutments ~ Bridge Numbers ~ Kinds of Structures ~ Structure Types ~ Concrete Bridges ~ Bridges ~ Separations and Interchanges ~ Overheads and Underpasses ]
SECTION 11 - Estimating [ Introduction ~ General ~ BEES (Basic Engineering Estimate System) ~ Revised Estimates ~ Quantity Calculations ~ Escalation Factor ~ Mobilization Factor ~ Contingency Factors ~ Stage Construction ~ Traffic Control ~ Working Days ~ Historical Cost Record ~ Planning Estimates (Advance Planning Studies ~ General Plan Estimates ~ Bar Reinforcement /m3 of Concrete for Various Bridge Parts ~ Type 1 Retaining Wall Excavation and Backfill Quantities ~ Quantity Survey Graphs for Superstructure Concrete, Bar Reinforcing, and Prestressing Steel ~ Marginal Estimates ~ Quantity Take-Off Procedures ~ Bar Reinforcing Steel Example ~ Lump Sum Items ~ Fully Compensated Items ~ Structure Type Coding ~ Concrete Type Limits and Division Between Superstructure and Substructure ~ Quantity Calculations and Summary Sheets ~ Quantity Summaries Transmitted to Resident Engineer’s Pending File, After Bid Acceptance ~ Aids for Determining Quantities Marginal Estimates Item Descriptions and Limits and Methods of Payment Listed by Section ~ Alphabetical Listing of Items ~ Description of Contract Items ~ Bar Reinforcing Steel ~ Concrete ~ Deck Rehabilitation Items ~ Earthquake Restrainers, Retrofit, and Repair ~ Earthwork ~ Joint Seals ~ Metal ~ Piling (Excluding CISS) ~ Cast-in-Steel-Shell (CISS) Concrete Piling ~ Non-Standard Piling ~ Pipes, Conduits, Drains ~ Precast Girders ~ Prestressing Steel ~ Railings and Barriers ~ Structural Steel ~ Walls ~ Miscellaneous ]
SECTION 13 - Columns [ Design of Single Column Bents for 2-Span Box Girder Bridges ~ Column Reifnforcement for Prestressed Box Girders ~ Example Column/Footing Design (using STD Charts) ~ Live Loads ~ Use of YIELD Program ~ Column Interaction Graphs ]
SECTION 14 - Seismic (old) [ Dynamic Model Assumptions and Adjustments ~ Equivalent Static Analysis of Restrainers ]
14-1 Hinge Restrainer Design Method
14-1A Restrainer Material Properties and Design
14-2 Steel Column Casing Design and Details
14-3 Fiber Reinforced Polymer (FRP) Composites Column Casing Systems
unavailable
14-5 Example Seismic Retrofit Details
SECTION 15 - Miscellaneous [ Stair and Ramp Ratios ~ Foundation Investigation and Reports ~ Checklist for Structure Foundation Studies and Reports ~ As-Built Plans ]
SECTION 17 - Deck Drains [ Deck Drainage Design ~ Run-Off Analysis ~ Capacity of Grate Inlets in a Sag ~ Sheet Flow ~ Flow in Gutters ~ Example Drainage Design ~ Detailing Practice ~ Examples of details for special applications: ~ Deck Drain Pipe Detail at Abutment ~ Expansion Coupling ~ Part Bridge Section – Deck Drain Locations ~ Deck Drain Pipe Detail at Hinge ~ Scupper Detail ~ Double Deck Drain, Drop Through Deck Drain ]
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Author: G. Somerville
Edition: Illustrated
Publisher: Blackie and Son, 1992
ISBN: 0216931770, 9780203168875
Length: 271 pages
Pdf: 3.1 Mb
The whole area of durability, integrity and quality control of structures is starting to be taken very seriously by the construction industry. Central to this is the design life concept, which looks at the materials used, methods of construction, safety factors, maintenance and repair, and change of use, all from a holistic viewpoint. This new book is based on a recent symposium, where leading experts met to discuss this issue and formulate a strategy. In addition, experts from other industries (e.g. aerospace, nuclear), where the design life concept is well established, provided invaluable insights into the problems and benefits of implementing this approach. In total, thirty short contributions are presented in this book, which represents the present state of the art in this field. These are logically structured into five sections, and at the end of each section there is an additional contribution summarising the dialogue or discussion at the symposium - a way of presenting instant feedback to the ideas presented in the contributions.
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Developer(s): Evenflow, Inc.
Initial release: September 2008
Stable release: 0.6.567 / 2009-09-29; 21 days ago
Operating system: Windows, Mac, Linux
Available in: English
Development status: Active
Type: Online backup service
Website: dropbox.com
A free Dropbox account offers 2 GB of storage. Users may upgrade to 50 GB or 100 GB by paying a monthly or yearly fee. The total amount of storage space of both the free and fee-based accounts may be increased by up to 3 GB for free accounts (for the total of 5 GB) and 6 GB for fee-based accounts by referring others to the service.
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Author: Andreas W. Momber
Edition: Illustrated
Publisher: Elsevier, 2003
ISBN: 185617395X, 9781856173957
Length: 205 pages
Pdf: 5.4 Mb
KEY FEATURES:
• This technique is growing in importance.
• The first comprehensive book in this subject.
A practical and comprehensive account of the technology and applications of hydroblasting, a technique used more and more in the preparation of steel and other surfaces.
Steel surfaces will corrode unless they are properly prepared and coated. Such corrosion can have disastrous effects (eg bridge collapse) therefore the preparation of the surface is of major importance.
Due to environmental pressure to move away from grit-blasting, high-pressure water can now be used to prepare surfaces, with few environmental costs.
This book systematically and critically reviews the state of current hydroblasting technology and its applications. The book is essentially practical in nature and is written by an expert in the field.
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This publication provides design guidance for structural steelwork connections for use in buildings designed by the Simple Method i.e. braced frames where connections carry mainly shear and axial loads only. It is in accordance with BS 5950-1:2000.
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A comprehensive manual on the design of moment resisting connections, including bolted end plate connections, splices, welded connections, wind-moment connections, and moment-resisting bases. Each section includes design examples, and standard details are recommended wherever appropriate. It is in accordance with BS 5950-1:2000.
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This manual provides general guidelines for use by bridge designers and technicians. It is intended neither to be all inclusive, nor to replace the judgment of the design engineers or detailers. All details are provided as examples only and are not intended to accurately reflect any particular structure. The conventions provided within this manual should assist in producing consistent plans.
The manual will be added to and updated on a periodic basis. Any errors or recommendations should be forwarded to the Director of Bridge Design.
The information in this manual is based on American Association of State Highway and Transportation Officials (AASHTO ) Standard and Interim Specifications that have been modified to incorporate Bridge Division standard practices.
Content:
Chapter 1: General Information [ Section 1 - Overview ~ Section 2 - Definitions ~ Section 3 - County/District Information ~ Section 4 - Useful Information ~ Section 5 - Detailing Information ~ Section 6 - Reinforcing Steel ~ Section 7 - Foundations ]
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This manual provides procedures recommended by the Texas Department of Transportation (TxDOT) for analyzing and designing effective highway drainage facilities.
Contents:
Chapter 1: Manual Introduction – Overview of the material covered in this manual.
Chapter 2: Policy and Guidelines – Considerations regarding highway drainage design for TxDOT.
Chapter 3: Documentation – Formal documentation required by highway drainage analysis and design.
Chapter 4: Data Collection, Evaluation, and Documentation – Data sources and data management during highway drainage analysis and design.
Chapter 5: Hydrology – Methods used by TxDOT for discharge determination or estimation, guidelines and examples for development of runoff hydrographs, and discussion of design frequency requirements and considerations.
Chapter 6: Hydraulic Principles – Basic hydraulic concepts and equations for open channels, culverts, and storm drains.
Chapter 7: Channels – Overview of channel design, methods, and guidelines governing location and need to subdivide cross sections.
Chapter 8: Culverts – Discussion of culvert analysis and design procedures and concerns, equations for various culvert operating conditions, and appurtenances such as improved inlets and erosion velocity protection and control devices.
Chapter 9: Bridges – Overview of stream-crossing design, bridge hydraulic considerations, bridge scour and channel degradation concerns, and design by risk assessment.
Chapter 10: Storm Drains – Discussion of storm drain planning, components, calculation tools, and other guidelines.
Chapter 11: Pump Stations – Discussion of the function of pump stations and flood routing approach.
Chapter 12: Reservoirs – Overview of factors affecting highways either crossing or bordering reservoirs.
Chapter 13: Storm Water Management – Guidance on storm water management practices, including erosion and sediment control, maintenance of erosion control measures, storm water runoff collection and disposal, and storm water pollution abatement.
Chapter 14: Conduit Strength and Durability – Information on conduit durability, estimating service life, classes of bedding for reinforced concrete, RCP strength specifications, and jacked pipes.
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