close
1.

電子ブック
ＥＢ
1. Treatise on Geophysics, 11v
Gerald Schubert
出版情報: Elsevier SD Reference Works , Elsevier, 2007
所蔵情報: loading…
目次情報: 続きを見る
Seismology and Structure of the Earth / Volume 1：
Mineral Physics / Volume 2：
Physical Geodesy / Volume 3：
Earthquake Seismology / Volume 4：
Geomagnetism / Volume 5：
Crustal and Lithosphere Dynamics / Volume 6：
Mantle Dynamics / Volume 7：
Core Dynamics / Volume 8：
Evolution of the Earth / Volume 9：
Planets and Moons / Volume 10：
Index / Volume 11：
Seismology and Structure of the Earth / Volume 1：
Mineral Physics / Volume 2：
Physical Geodesy / Volume 3：
2.

電子ブック
ＥＢ
2. Dynamics of Marine Ecosystems : Biological-Physical Interactions in the Oceans
Kenneth Henry Mann, J. R. N. Lazier, John Lazier
出版情報: Wiley Online Library - AutoHoldings Books , John Wiley & Sons, Inc., 2005
所蔵情報: loading…
3.

電子ブック
ＥＢ
3. Earthquake Engineering: Application to Design
Charles K. Erdey
出版情報: Wiley Online Library - AutoHoldings Books , John Wiley & Sons, Inc., 2006
所蔵情報: loading…
目次情報: 続きを見る
Preface
Acknowledgments
Notation
Overview / 1：
Introduction / 1.1：
Concepts, Terminology, and Source of Earthquakes / 1.2：
Wave Propagation and Velocities / 1.3：
Magnitude of Earthquakes / 1.4：
Building Damage / 1.5：
Structural Failures / 1.6：
Overall Failure
Component or Joint Failure / 1.7：
Code Design Forces / 1.8：
Reserve Strength to Counter Extreme Forces
Seismic Design Regulations / 2：
Building Codes / 2.1：
The 1997 UBC, A Model Code / 2.2：
Building Codes and Other Standards Interaction / 2.3：
IBC 2006 / 2.4：
Reinforced-Concrete Structures / 3：
Shearing Resistance of RC Beams / 3.1：
Development Length / 3.3：
The Northridge Experience / 3.4：
Case / 3.5：
Reinforced Concrete Parking Garage
Reinforced Concrete Retaining Wall System / 3.6：
Seismic Steel Design: SMRF / 4：
Design of a SMRF Structure, LRFD Method / 4.1：
Design Steps / 4.2：
Project Description / 4.3：
Four-Stor?
Office
Building
Project Layout and Typical SMRF Per UBC94 / 4.4：
The 1994 Design / 4.5：
Wind Analysis. 97 UBC Chapter 16, Div III / 4.6：
Wind Analysis of Th? / 4.7：
Seismic Zones 3 and / 4.8：
Earthquake Analysis of the 4-Story Office Building / 4.4.9：
Significant Changes in The 1997 Design / 4.11：
1997 Vs 1994 Design / 4.12：
Summary of the Procedure / 4.13：
Design Strategies / 4.14：
Design of Beams. Code Requirements / 4.15：
Second-Floor Beam / 4.16：
Beam-To-Column Joint / 4.17：
Flexural Resistance of Beam-To-Column Joint / 4.18：
Shear Tab Design / 4.19：
Shear Tab-To-Beam Welded Connection / 4.20：
Second-Floor Panel Zone / 4.21：
Third-Floor Beam / 4.22：
Third-Floor Shear Tab Connection / 4.23：
Third-Floor Beam-To-Column Moment Connection / 4.24：
Third-Floor Panel Zone / 4.25：
Design of Columns / 4.26：
Column Final Design Data / 4.27：
First-Story Column Design for Compression / 4.28：
Column Design Flowchart / 4.29：
Design of Third-Story Column for Compression / 4.30：
Design of Third-Story Column Splice / 4.31：
Seismic Steel Design: Braced Frames / 5：
Project Description: Four-Story Library Annex / 5.1：
Wind Analysis / 5.3：
Earthquake Analysis / 5.4：
Wind and Earthquake Loads / 5.5：
Response of Braced Frames to Cyclic Lateral Loads / 5.6：
Code Provisions / 5.7：
Rules Applicable to Bracing Members / 5.8：
Column Strength Requirements / 5.9：
Design for Earthquake / 5.10：
Strategies for Brace Member Design / 5.11：
Brace Members 2 & / 5.12：
Brace Member 3, First Story / 3.5.13：
Design of Fillet Weld Connection / 5.14：
Design Of Gusset Plate, First & Second Story / 5.15：
Brace Member 13, Third Story / 5.16：
Fillet Weld Design. Third & Fourth Story Gusset Plates / 5.17：
Gusset Plate Design, Third & Fourth Story / 5.18：
The Vertical Component / 5.19：
Column Design / 5.20：
Column Splice Design, Third Floor / 5.21：
Design of Beams / 5.22：
Column Base Plate Design / 5.23：
Summary of The Design Procedures / 5.24：
The SEAOC Blue Book and the Code / 5.25：
IBC Seismic Design Of SMRF Structures / 6：
IBC Setup of Seismic Design Forces / 6.1：
Design Example.6 / 6.2：
IBC
Buildin?
Categories
Masonry Structures / 7：
Retaining Wall System / 7.1：
Seismic Vs Wi / 7.3：
Preface
Acknowledgments
Notation
4.

電子ブック
ＥＢ
4. Treatise on Geophysics, 11v
Gerald Schubert
出版情報: Elsevier ScienceDirect Books Complete , Elsevier, 2007
所蔵情報: loading…
目次情報: 続きを見る
Seismology and Structure of the Earth / Volume 1：
Mineral Physics / Volume 2：
Physical Geodesy / Volume 3：
Earthquake Seismology / Volume 4：
Geomagnetism / Volume 5：
Crustal and Lithosphere Dynamics / Volume 6：
Mantle Dynamics / Volume 7：
Core Dynamics / Volume 8：
Evolution of the Earth / Volume 9：
Planets and Moons / Volume 10：
Index / Volume 11：
Seismology and Structure of the Earth / Volume 1：
Mineral Physics / Volume 2：
Physical Geodesy / Volume 3：
5.

電子ブック
ＥＢ
5. Geotechnical Engineering Calculations and Rules of Thumb
Ruwan Rajapakse, Ruwan Abey Rajapakse, Ruwan Abey Rajapakse, Ruwan Abey Rajapakse, Ruwan Abey Rajapakse, Ruwan Abey Rajapakse
出版情報: Elsevier ScienceDirect Books Complete , Butterworth-Heinemann, 2008
所蔵情報: loading…
目次情報: 続きを見る
Geotechnical Engineering Fundamentals / Part 1：
Site Investigation and Soil Conditions / Chapter 1：
Introduction / 1.1：
Origin of a Project / 1.2：
Geotechnical Investigation Procedure / 1.3：
Literature Survey / 1.4：
Field Visit / 1.5：
Subsurface Investigation Phase / 1.6：
Geotechnical Field Tests / 1.7：
Correlation Between Friction Angle ([phi]) and SPT (N) Value / 1.8：
SPT (N) Value Computation Based on Drill Rig Efficiency / 1.9：
SPT-CPT Correlations / 1.10：
Groundwater / 1.11：
Laboratory Testing / 1.12：
References
Geotechnical Engineering Theoretical Concepts / Chapter 2：
Vertical Effective Stress / 2.1：
Lateral Earth Pressure / 2.2：
Stress Increase Due to Footings / 2.3：
Overconsolidation Ratio (OCR) / 2.4：
Soil Compaction / 2.5：
Borrow Pit Computations / 2.6：
Shallow Foundations / Part 2：
Shallow Foundation Fundamentals / Chapter 3：
Buildings / 3.1：
Bridges / 3.3：
Frost Depth / 3.4：
Bearing Capacity: Rules of Thumb / Chapter 4：
Bearing Capacity in Medium to Coarse Sands / 4.1：
Bearing Capacity in Fine Sands / 4.3：
Bearing Capacity Computation / Chapter 5：
Terms Used in the Terzaghi Bearing Capacity Equation / 5.1：
Description of Terms in the Terzaghi Bearing Capacity Equation / 5.2：
Discussion of the Terzaghi Bearing Capacity Equation / 5.3：
Bearing Capacity in Sandy Soil / 5.4：
Bearing Capacity in Clay / 5.5：
Bearing Capacity in Layered Soil / 5.6：
Bearing Capacity when Groundwater Present / 5.7：
Groundwater Below the Stress Triangle / 5.8：
Groundwater Above the Bottom of Footing Level / 5.9：
Groundwater at Bottom of Footing Level / 5.10：
Shallow Foundations in Bridge Abutments / 5.11：
Elastic Settlement of Shallow Foundations / Chapter 6：
Reference / 6.1：
Foundation Reinforcement Design / Chapter 7：
Concrete Design (Refresher) / 7.1：
Design for Beam Flexure / 7.2：
Grillage Design / 7.3：
Footings Subjected to Bending Moment / 8.1：
Representation of Bending Moment with an Eccentric Load / 9.1：
Geogrids / Chapter 10：
Failure Mechanisms / 10.1：
Tie Beams and Grade Beams / Chapter 11：
Tie Beams / 11.1：
Grade Beams / 11.2：
Construction Joints / 11.3：
Drainage for Shallow Foundations / Chapter 12：
Ground Freezing / 12.1：
Drain Pipes and Filter Design / 12.3：
Geotextile Filter Design / 12.4：
Summary / 12.5：
Selection of Foundation Type / Chapter 13：
Mat Foundations / 13.1：
Pile Foundations / 13.3：
Caissons / 13.4：
Foundation Selection Criteria / 13.5：
Consolidation / Chapter 14：
Excess Pore Pressure Distribution / 14.1：
Normally Consolidated Clays and Overconsolidated Clays / 14.3：
Total Primary Consolidation / 14.4：
Consolidation in Overconsolidated Clay / 14.5：
Computation of Time for Consolidation / 14.6：
Earth Retaining Structures / Part 3：
Water Pressure Distribution / Chapter 15：
Active Earth Pressure Coefficient, K[subscript a] / 15.3：
Earth Pressure Coefficient at Rest, K[subscript 0] / 15.4：
Gravity Retaining Walls: Sand Backfill / 15.5：
Retaining Wall Design when Groundwater Is Present / 15.6：
Retaining Wall Design in Nonhomogeneous Sands / 15.7：
Gabion Walls / Chapter 16：
Log Retaining Walls / 16.1：
Reinforced Earth Walls / Chapter 17：
Equations to Compute the Horizontal Force on the Facing Unit, H / 17.1：
Equations to Compute the Metal-Soil Friction, P / 17.3：
Geotechnical Engineering Strategies / Part 4：
Geotechnical Engineering Software / Chapter 18：
Slope Stability Analysis / 18.1：
Bridge Foundations / 18.3：
Rock Mechanics / 18.4：
Pile Design / 18.5：
Lateral Loading Analysis-Computer Software / 18.6：
Finite Element Method / 18.7：
Boundary Element Method / 18.8：
Geotechnical Instrumentation / Chapter 19：
Inclinometer / 19.1：
Tiltmeter / 19.2：
Unbraced Excavations / Chapter 20：
Raft Design / 20.1：
Raft Design in Sandy Soils / 21.1：
Rock Mechanics and Foundation Design in Rock / Chapter 22：
Brief Overview of Rocks / 22.1：
Rock Joints / 22.3：
Rock Coring and Logging / 22.4：
Rock Mass Classification / 22.5：
Q system / 22.6：
Dip Angle and Strike / Chapter 23：
Oriented Rock Coring / 23.1：
Oriented Core Data / 23.3：
Rock Bolts, Dowels, and Cable Bolts / Chapter 24：
Mechanical Rock Anchors / 24.1：
Resin Anchored Rock Bolts / 24.3：
Rock Dowels / 24.4：
Grouted Rock Anchors / 24.5：
Prestressed Grouted Rock Anchors / 24.6：
Soil Anchors / Chapter 25：
Mechanical Soil Anchors / 25.1：
Grouted Soil Anchors / 25.2：
Tunnel Design / Chapter 26：
Roadheaders / 26.1：
Drill and Blast / 26.3：
Tunnel Design Fundamentals / 26.4：
Tunnel Support Systems / 26.5：
Wedge Analysis / 26.6：
Short Course on Seismology / Chapter 27：
Richter Magnitude Scale (M) / 27.1：
Liquefaction / 27.3：
Geosynthetics in Geotechnical Engineering / Chapter 28：
Geotextiles / 28.1：
Geomembranes / 28.2：
Geosynthetic Clay Liners (GCLs) / 28.3：
Geogrids, Geonets, and Geocomposites / 28.4：
Slurry Cutoff Walls / Chapter 29：
Slurry Cutoff Wall Types / 29.1：
Soil-Bentonite Walls (SB Walls) / 29.2：
Cement-Bentonite Walls (CB Walls) / 29.3：
Trench Stability for Slurry Cutoff Walls in Sandy Soils / 29.4：
Pile Types / Part 5：
Timber Piles / 30.3：
Steel H-Piles / 30.4：
Pipe Piles / 30.5：
Precast Concrete Piles / 30.6：
Reinforced Concrete Piles / 30.7：
Prestressed Concrete Piles / 30.8：
Driven Cast-in-Place Concrete Piles / 30.9：
Selection of Pile Type / 30.10：
Pile Design in Sandy Soils / Chapter 31：
Description of Terms / 31.1：
Equations for End Bearing Capacity in Sandy Soils / 31.2：
Equations for Skin Friction in Sandy Soils / 31.3：
Critical Depth for Skin Friction (Sandy Soils) / 31.4：
Critical Depth for End Bearing Capacity (Sandy Soils) / 31.5：
Pile Design in Clay Soils / Chapter 32：
End Bearing Capacity in Clay Soils, Different Methods / 32.1：
Skin Friction in Clay Soils (Different Methods) / 32.3：
Piles in Clay Soils / 32.4：
Case Study: Foundation Design Options / 32.5：
Design of Pin Piles: Semi-Empirical Approach / Chapter 33：
Theory / 33.1：
Design of Pin Piles in Sandy Soils / 33.2：
Neutral Plane Concept and Negative Skin Friction / Chapter 34：
Negative Skin Friction / 34.1：
Bitumen Coated Pile Installation / 34.3：
Design of Caissons / Chapter 35：
Brief History of Caissons / 35.1：
Caisson Design in Clay Soil / 35.3：
Meyerhoff Equation for Caissons / 35.4：
Belled Caisson Design / 35.5：
Caisson Design in Rock / 35.6：
Design of Pile Groups / Chapter 36：
Soil Disturbance During Driving / 36.1：
Soil Compaction in Sandy Soil / 36.3：
Conversions / Appendix：
Index
Geotechnical Engineering Fundamentals / Part 1：
Site Investigation and Soil Conditions / Chapter 1：
Introduction / 1.1：
文献の複写および貸借の依頼を行う
 文献複写・貸借依頼