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Don't mess with structural engineers [electronic resource] : expanding our role : [Proceedings of the 2009 Structures Congress : April 30-May 2, 2009, Austin, Texas / edited by Lawrence Griffis [and others].

Conference Author
Structures Congress (2009 : Austin, Tex.)
Additional Titles
Proceedings of the 2009 Structures Congress
Published
Reston, VA : American Society of Civil Engineers, [2009]
Physical Description
1 online resource (various pagings) : illustrations
Additional Creators
Griffis, Lawrence G., American Society of Civil Engineers, and Structural Engineering Institute
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Contents
183A Turnpike: A Design-Build Success Story -- Effectiveness of Bent Plate Connection for End Cross-Frames in Skewed Steel Bridges -- Safety Issues for Performance Based Design of High-Speed MAGLEV Guideway Structures -- Trapezoidal Steel Box Girder Design for Spur 366 Extension Project -- A Novel Approach to Analyze Existing Bridges Efficiently -- Numerical Investigation of River Ice-Bridge Pier Interaction -- Three-Dimensional Wind Correlation: Estimations from In-Situ Measurements -- A Method to Calculate Rotational Deformations of Curved Plate Girders during Lifting -- Construction Control of a Self-Anchored Suspension Bridge with Space Reticulate Cable -- Rehabilitating a Historic Wooden Covered Bridge to Carry Modern Truck Loads with No Visual Impacts to the Structure -- Finite Element Model Updating of Scale Bridge Model Using Measured Modal Response Data -- Structural Health Monitoring of Bridges: Fundamentals, Application Case Study and Organizational Considerations -- Structural Identification of Bridges to Assess Safety and Performance -- Field Measurements on Steel Girder Bridge with Skewed Supports Utilizing Lean-On Bracing -- Forty Foot Pedestrian Bridge : Aesthetics Integral to Structure Towamencin Township, PA -- Current State of Segmental Bridge Design/Construction in Texas -- Lake Lewisville Passage Span Bridge -- FEM Analysis and Field Vibration Testing of a Multispan Curved Girder Bridge -- Rolling Tire Functions for Finite Element Models -- Safety Evaluation of Seismic Behaviour of the Bill Emerson Memorial Cable-Stayed Bridge -- Secondary Moments of Continuous Prestressed Concrete Beams Using Closed Form Equation -- Curved Integral Abutment Bridges : Thermal Response Predictions through Finite Element Analysis -- Non-Linear Finite Element Analysis of RC Bridge Columns Using the Softened Membrane Model -- Seismic Design and Ductility Evaluation of Partially Concrete-Filled Steel Box Columns -- Mechanical Properties of Hot-Dip Galvanized Steel -- Metal Straps as Soil Reinforcement on Full Height Abutments -- On the Effect of Ductility of Confining Material on Concrete Ductility -- Using Steel Fiber Reinforced Concrete in Post-Tensioned Anchorage Zones -- Central Artery/Tunnel Project-Wide Post-Tensioning Tendon Grout Void Assessment -- Evaluation of Behavior of a Laterally Loaded Bridge Pile Group under Scour Conditions -- Saving Our Infrastructures -- Seismic Vulnerability of Bridges Susceptible to Spatially Distributed Soil Liquefaction Hazards -- Conversion of the 1.25 Mile Long Poughkeepsie-Highland Railroad Bridge into a Multi-Use State Park Using the Public-Private Partnership Process -- Minnesota's Preservation of State-Owned Historic Bridges for Long-Term Transportation Use -- Preserving Historic Bridges: Strategies to Overcome Obsolescence -- Rehabilitation of the Historic Hays Street Viaduct in San Antonio, Texas -- Rehabilitation of the Beveridge Suspension Bridge -- Ultrasonic Study at Cimarron Narrow-Gauge Railroad Bridge -- Kings Covered Bridge Rehabilitation, Somerset County, PA -- Retrofit Railings for Historic Metal Truss Bridges -- Experiences in Testing and Modeling for Bridge Maintenance and Rehabilitation -- Parametric Bootstrap for System Identification of a Scaled Reinforced Concrete Bridge -- Accounting for the Impact of Thermal Loads in Nondestructive Bridge Testing -- Structural Identification of Various Constructed Systems to Inform Decisions -- Development of Data Infrastructure for the Long Term Bridge Performance Program -- Long Term Bridge Performance Program: Identifying Long Term Bridge Performance Data Priorities -- LTBP Bridge Monitoring, Testing and Instrumentation -- Meeting LTBP Program Objectives through Periodical Bridge Condition Monitoring by Nondestructive Evaluation -- Relative Risk Assessment of Cable-Supported Structures -- Risk-Based Bridge Evaluations : A Texas Perspective -- A Comparison of AASHTO Bridge Load Rating Methods -- Creating a Bridge Inspection Program -- Managing Premature Concrete Deterioration in Bridges -- The Changing World of Underwater Bridge Inspections -- Luling Bridge Stay Cable Replacement -- Newport/Pell Bridge Main Cable Investigation and Anchorage Dehumidification -- Replacing Stay-Cables of the Rhine River Bridge Rheinbr©ơcke Flehe without Traffic Interruption -- Stay Cable Vibration Testing at the Leonard -- A Probabilistic Model for the Estimation of Shear Capacity of Bridge Piers Subjected to Dynamic Loading -- Multi-Hazard Consideration of Seismic and Aging Threats to Bridges -- Storm Surge and Wave Loading on Bridge Superstructures -- Enhancing the Structural Performance of a Slender Residential Tower Using Supplemental Damping System -- Floor Response Spectra for Frame Buildings under Ultimate and Serviceability Limit States -- Performance-Based Design for Motion Control of a Supertall Tower -- Probabilistic Assessment of Occupant Comfort in Tall Buildings -- Direct Analysis Method Case Study : Addressing Stability for the Russia Tower -- Interface of the Direct Analysis Method and Seismic Design -- Three-Dimensional Verification and Application of the Direct Analysis Approach -- Effect of Restraint Force Location on the Response of Steel Beams Exposed to Fire -- Modified Connection Details for Single Plate Steel Connections under Fire -- Numerical Study of the Fire Resistance of Steel Columns in Axial Compression and Uniform Bending -- Stress-Strain Relationships for Concrete at Elevated Temperatures -- Behavior of High Strength Concrete Columns under Design Fire Scenarios -- Simple Approach for Calculating Inelastic Deflections of Simply Supported Steel Beams under Fire -- Stability Behavior of Steel Building Structures with Perimeter MRFs under Fire Loading Effects -- Effects of Structural and Aerodynamic Couplings on the Dynamic Response of Tall Twin Buildings with a Skybridge -- Wind Engineering for Louisville Museum Plaza -- Wind Engineering Studies for Super-Tall Buildings -- Design and Specification of Standing Seam Roof Panels and Systems -- Design and Specification of Metal Studs -- Origins of R=3 -- Cyclic Behavior and Performance of Beam-Column Connections in Concentrically Braced Frames -- Vertical Bracing Connections for Moderate Seismic Demands -- Building Design for Moderate Seismic Regions -- Eccentric Braced Frame Design for Moderate Seismic Regions -- Seismic Performance of Conventional Construction Braced Steel Frames Designed According to Canadian Seismic Provisions -- Steel-Framed Rocking Structural Systems for Moderate Seismic Zones -- Definition and Examples of Functionally Upgraded Passive Devices -- Effectiveness of Partial Isolation of Bridges for Improving Column Performance., Fundamental Frequency of Water Sloshing Waves in a Sloped-Bottom Tank as Tuned Liquid Damper -- Seismic Isolators of Variable Stiffness for Earthquakes with Strong Long-Period Components -- Structural Control Using Functionally Upgraded Spring-Damper Isolator Having Integral Gapping Elements -- Experimental Study on the Seismic Performance of a Large-Scale TLD Model with Sloped Bottoms -- Variation of Supplemental Stiffness and Damping Using Adjustable Passive Fluid Spring and Damper in Scissor Jack System -- "Archineering" Trends for Tensioned Fabric Structures -- Design of Connections for Tensioned Fabric Structures -- Loading Considerations for Tensioned Fabric Structures -- Modeling of Tensioned Fabric Structures -- Architectural Membranes Used for Tensile Membrane Structures -- Structural Fabric Tear Propagation -- Buckling Restrained Braced Frame Application for a Power Plant -- Design of Modular Composite Walls Subjected to Thermal and Mechanical Loading -- Use of Concrete Filled Tube (CFT) Vertical Braces in a Moderate/High Seismic Area -- From Cooling Towers to Chimneys of Solar Upwind Power Plants -- New German Natural Draft Cooling Towers for High-Efficient Power Generation -- An Investigation on Seismic Resistance of Reinforced Concrete Industrial Chimneys -- Evaluation of Concrete Chimneys Designed According to ACI 307 Standard -- The New ACI 307-08 Chimney Code : Seismic Design Requirements -- Nonlinear Analysis of a Collapsed Reinforced Concrete Chimney -- Seismic Behavior Considerations for Jumbo Container Cranes -- Seismic Hazard Mitigation of Wine Barrel Stacks -- Simplified Dynamic Analysis Methods for Guyed Telecommunication Masts under Seismic Excitation -- Experimental Investigation of Full-Depth Precast Overhang Panels for Concrete Bridge Decks -- Mechanical Properties of Steel Fiber Reinforced Concrete Beams -- Shear Capacity of Large-Scale Bridge Bent Specimens Subject to Alkali-Silica Reaction and Delayed Ettringite Formation -- Shear Strength of Steel Fiber Reinforced Prestressed Concrete Beams -- Elevated Temperature Properties of ASTM A992 Steel -- Loss Model for Seismically Damaged Structures -- NSF NEES Small-Group Project on Performance-Based Design of Masonry and Masonry Veneer -- Realtime Damage Detection in Buildings Using Filter Based Radial Basis Function Network Mapping -- Developing Rational and Efficacious Blast-Resistant Design Methodologies -- Localized Damage Effects on Building Robustness -- Methodologies for Progressive Collapse Analysis -- Blast Design of Stay-in-Place PVC-Formed Concrete Walls -- Blast Response of Conventional and High Performance Reinforced Concrete Panels -- Load-Impulse Diagrams for Protected Facility Assessment -- Response and Analyses of Multi-Wythe Insulated Masonry Walls to Out-of-Plane Dynamic Pressure -- Blind Identification of Civil Structures -- Modal Identification and Damage Detection for Structural Health Monitoring under Ambient Vibration Environment -- Modal Parameter Identification of MDOF Structures Based on Vibration Test -- Development of Quasi-Static Loading Protocols for Drift-Sensitive Nonstructural Building Components -- FEM Analysis of Interaction Effects of 3-D RC Members Subjected to Multi-Directional Cyclic Loading -- Gusset Plate Connections in Concentrically Braced Steel Structures -- Optimization in Structural Analysis and Design -- Resistance Definition for Membrane Retrofit Concrete Masonry Walls Subjected to Blast -- A Fiber-Based Heat Transfer Element for Modeling the Thermal Response of Structural Members Subjected to Fire -- Dynamic Energy Based Method for Progressive Collapse Analysis --Modeling Performance of Residential Wood Frame Structures Subjected to Hurricane Storm Surge -- Response of Concrete Masonry Walls to Simulated Blast Loads -- Anatomy of Damage to Coastal Construction: A Multi-Hazard Perspective -- Blast Performance of Prestressed Concrete Panels -- Common Misconceptions in Determining Wind/Water Damage Causation -- Energy Limit States and Maximum Mullion End Rotations for Nearly-Conventional Curtain Walls Subjected to Extreme Out-of-Plane Loads -- Effects of Loading Parameters on the Behavior of Unbonded Post-Tensioning Strand/Anchorage Systems in Seismic Regions -- Experimental Evaluation of Post-Tensioned Precast Concrete Coupling Beams -- Seismic Damage Evaluation for Low-Rise RC School Buildings in Taiwan -- Comparative Study of Bolted versus Welded SCBF Connections -- Earthquake Simulations on a Self-Centering Steel Moment Resisting Frame with Web Friction Devices -- Role of Yield Mechanism Selection on Seismic Behavior of Steel Moment Frames Designed by Performance-Based Plastic Method -- Analytical Fragility Models for Box Girder Bridges with and without Protective Systems -- Energy-Based Seismic Fragility Analysis of Actively Controlled Structures -- Seismic Performance and Retrofit for Tilt-Up Concrete Buildings in Mid-America -- An Overview of Self-Centering Steel Moment Frames -- Design Concepts for Damage-Free Seismic-Resistant Self-Centering Steel Concentrically Braced Frames -- Design of Lateral Load Resisting Frames Using Steel Joists and Joist Girders -- Lateral Resistance Using Steel Slit Panel Frames (SSPFs) -- 555m Tall Lotte Super Tower, Seoul, Korea -- Russia Tower: Design Challenges -- The Challenges in Designing the World's Tallest Structure: The Burj Dubai Tower -- Integrated Architectural Design -- Integrated Design: Everything Matters The Development of Burj Dubai and the New Beijing Poly Plaza -- A Practical Model for Beam-Column Connection Behavior in Reinforced Concrete Frames -- Headed Reinforcement Applications for Reinforced Concrete Beam-Column Connections -- Lateral Drift Limits for Structural Concrete Slab-Column Connections, Including Shear Reinforcement Effects -- Performance and Design of Eccentric Reinforced Concrete Beam-Column Connections Subjected to Seismic Lateral Load Reversals -- Allowable Tensile Stress Limit at Prestress Transfer -- Effects of Increasing the Allowable Compressive Stress at Prestress Transfer -- Fatigue Durability of Partially Post-Tensioned Concrete Members -- ACI 318 : STRUCTURAL CONCRETE BUILDING CODE REORGANIZATION -- ACI 318 Building Code : The Time is Right for Reorganization -- BUILDING CONSENSUS: Reorganization of the ACI 318 Building Code for Structural Concrete -- Member Based Design Using a Reorganized ACI 318 Building Code -- Contribution of Concrete to Shear Resistance., Contribution of Stirrups to Shear Resistance -- Depth Effect in Reinforced Concrete Deep Beams -- Shear Strength of Members without Transverse Reinforcement -- A Tracking Error-Based Adaptive Compensation Scheme for Real-Time Hybrid Simulation -- Characteristics of PVA Fiber-Reinforced Mortars -- Experimental Determination of the Seismic Response of Port Container Cranes Including Uplift Phenomena -- Experimental Investigation on Granite Masonry Behavior under Compression -- Stability Behavior and Design of Steel Columns under Fire Loading -- A Novel Cable-Enhanced, Wire-Mesh Reinforcement System for Structural Concrete to Improve Its Blast-Resisting Properties -- Combined Shear and Wind Uplift Resistance of Wood Structural Panel Shearwalls -- Design of Hybrid Precast Concrete Walls for Seismic Regions -- Proof of Concept Testing of Cable Bracing System with Rotating Central Energy Dissipater -- Development of 3D Models of Steel Moment-Frame Buildings for Assessment of Robustness and Progressive Collapse Vulnerability -- Development of Reduced Structural Models for Assessment of Progressive Collapse -- Testing and Analysis of Steel Beam-Column Assemblies under Column Removal Scenarios -- Overview of the Revised DOD Progressive Collapse Design Requirements -- Revision of the Tie Force and Alternate Path Approaches in the DOD Progressive Collapse Design Requirements -- Development and Application of Linear and Non-Linear Static Approaches in UFC 4-023-03 -- Discussion of Examples Using the Revised DOD Progressive Collapse Design Requirements -- A Measure of Lifetime Structural Robustness -- Evaluating Measures of Structural Robustness -- Performance as a Measure of Robustness -- Probabilistic Analysis of Bridge Redundancy -- Redundancy of Structural Systems Based on Survivor Functions -- Design-Oriented Approaches for Progressive Collapse Assessment: Load-Factor vs Ductility-Centred Methods -- Experimental and Analytical Investigations on the Response of Structural Building Frames Further to a Column Loss -- Progressive Collapse: Failure Criteria Used in Engineering Analysis -- Response of End-Plate Joints under Combined Forces -- Applicability of Prescribed Robustness and Design Approaches to Building Classes for Disproportionate Collapse Resistance -- Approaches for Design to Resist Disproportionate Collapse -- Levels of Prescribed Enhanced Robustness for Mitigation of Disproportionate Collapse -- Risk Assessment to Support Design to Resist Disproportionate Collapse -- Abnormal Loads and Disproportionate Collapse: Risk Mitigation Strategies -- Behavior of Varied Steel Frame Connection Types Subjected to Air Blast, Debris Impact, and/or Post-Blast Progressive Collapse Load Conditions -- Evaluation of an Existing Steel Frame Building against Progressive Collapse -- Progressive Collapse Nomenclature -- Disproportionate Collapse Research Needs -- Disproportionate Collapse: The Futility of Using Nonlinear Analysis -- A Time-Domain Covariance-Based Parameter Estimation Method for Torsional Shear Buildings -- Application of a Time-Domain Local Identification Methodology to Compact Analysis of Continuous and Complete Structural Response Data -- Effects of the Structural Identification on the Appearance of Multiple Solutions in Model Updating -- Updating Structural Properties Using Modal Parameters Considering Measurement Errors -- Assessment and Restoration of Post-Tensioned Buildings : Parking Ramp Structures -- Repair of Three-Story Residential Condominium in Lake Oswego, Oregon -- Repair of Concrete Elements Using Externally Bonded Reinforcement: 30 Year History -- Second Avenue Subway Project, New York : Reconstructing Existing Buildings for New Station Entrances -- Structural and Environmental Stabilization of a Historic Wood-Framed Museum -- A Case Study on the Use of Advanced Fiberwrap Composites for the Structural Rehabilitation of Pre-Stressed Structural Elements -- Elastic Buckling Finite Strip Analysis of the AISC Sections Database and Proposed Local Plate Buckling Coefficients --Repair of Pile Cap Foundations Using Strut-and-Tie Models -- Behavior of Floor Systems under Realistic Fire Loading -- Rotation and Strength Demands for Simple Connections to Support Large Vertical Deflections -- Modeling Structural Collapse Including Floor Slab Contributions -- A Case Study in Analyzing the Response of Structures to a Jet Fuel Vapor-Phase Explosion -- Comprehensive Component Based Screening Curve Library -- Blast Analysis and Retrofit of Structures in Industrial Facilities -- Recent Research for Wind Loads on Petrochemical Structures -- Wind Load Considerations for Existing Petrochemical Structures -- Dynamic Analysis of a Wind Turbine and Foundation to Assess Liquefaction Potential of Bearing Soils -- Fatigue-Driven Wind Farm Towers: A Practical Introduction to Fatigue Calculations -- Blast Resistance of Unreinforced Masonry (URM) Walls Retrofitted with Nano Reinforced Elastomeric Materials -- Design and Detailing Guidelines for Bridge Columns Subjected to Blast and Other Extreme Loads -- Subsystem Instability Conditions in Steel Frames Associated with Extreme Lateral Loading -- Analysis of Critical Gusset Plates in the Collapsed I-35W Bridge -- Compliance Ratio Method for Calculating Energy Release Rates in Structural Steels -- Fatigue Analysis of Peened Bridge Welds under Realistic Service Loading Conditions Including Periodic Overload Events -- Service Life Prediction for Weathering Steel Highway Structures -- Prefabricated Floor and Roof Panels with Engineered Cementitious Composites (ECC) -- Damage Tolerant ECC for Integrity of Structures under Extreme Loads -- Engineered Cementitious Composites: An Innovative Concrete for Durable Structure -- Sustainable Infrastructure Systems Using Engineered Cementitious Composites., and Changing the Home Building Paradigm of the Gulf South through Education -- How to SEE Design in the Future -- Wood Education Institute : The Entrepreneurial Spirit of Cooperation between the Wood Industry and the University System -- Suggested Steps to Follow for the Enactment of a Separate Structural Engineering Practice Act -- The Business of Ethics -- Ethics and Technical Assessment after a Disaster: An Ongoing Case Study -- Intelligent Design Codes -- Cracking in Concrete Fill on Metal Decks, Cracking in Flat Plate Concrete Slabs, and Cracking in Concrete Walls -- Economy in Stiffened Seated Beam Connections -- The St. Regis Hotel and Residence (Atlanta, GA) : Analysis, Design, and Construction -- Blast Protection of Buildings : Design Criteria and Loads -- Blast Protection of Buildings : Structural Systems, Protected Spaces, Building Envelope and Glazing -- Blast Protection of Buildings : Detailing and Performance Qualification -- All is Not Clear in ACI 318 Building Code -- Comparison of Structural Seismic Design Using AASHTO, IBC and AREMA -- European Standards for Repair and Protection of Concrete -- Quality Control of Wire Strand Used in Prestressed and Post Tensioned Structures -- Specifying Steel Joists, Joist Girders and the IBC 2006 -- Design Aspects of the New Liverpool Football Club Stadium Roof -- Engineering the Arch and Roof of Wembley Stadium -- New Dallas Cowboys Stadium: Longest Single-Span Roof Structure in the World -- International Stadium Projects: Each Unique and Easy to Recognize -- Impact of Empirical Models for Approach Wind Exposures on Wind Loading on Low Buildings : A Comparative Study -- Design Wind Speed Characteristics -- Wind Loading and Building Exposure: Are We Still on A, B, C? -- Ford Calumet Environmental Center: Educating the Region in Sustainable Design -- Seismic Evaluation of a Green Building Structural System: ICF Grid Walls -- Building Envelope Life Cycle Condition Evaluation Using a Distress-Based Methodology -- Fabric Formwork : An Alternative Concrete Construction System -- The Emergence of Rice Husk Ash : A Complimentary Cementing Material with Untapped Global Potential -- Architectural Precast Panel Systems Used for Lateral Force Resistance -- Cable-Nets and `Rocker Mechanisms' The New Beijing Poly Plaza -- Designing the Right Double Skin Fac¿Œade -- New Frontiers in the Design of Integrated Exterior Wall Systems -- Design Synthesis and Analysis of a Solar Chimney at KAUST -- Models for Offshore Wind Turbine Foundations and Their Influence on Long-Term Loads -- Structural Design of the KAUST Solar Tower -- Wind Considerations for Loose-Laid and Photovoltaic Roofing Systems -- Analysis of Strong Motion Data from Buildings -- Analysis of Waffle Slabs with and without Openings -- Causal Clipped Semi-Active Control of Earthquake Response -- Corrosion Evaluation & Cable Break Detection for Post-Tensioned and Prestressed Cables -- Dynamic Response of the Long Channel Resting on the Soil and Excited by SH Waves -- Effect of Restraint on Behavior of Inverted Hyperbolic Paraboloid Shells under Unbalanced Live Loads -- Effects of NSM CFRP Bars in Shear Strengthening of Concrete Members -- Fiber Model Analysis of RC Elements Subjected to Torsion -- Finite Element Analysis of Stiffened Beam Column Connection -- Inelastic Analysis of Foundation Structures -- Numerical Modeling of Flexural Enhancement in Carbon Nanotube/Cement Composite -- Preliminary Design of a Special Monumental Structure -- Theoretical Stress-Strain Model for High-Strength Concrete Confined with Opposing Spirals -- Uniaxial Compression Behavior of Actively Confined Concrete Using Shape Memory Alloys -- Reflection on the Earthquake Design Practice in Hong Kong through a Time History Analysis -- A Comparison between High Water Marks and Hydrograph Recordings in Hurricane Rita -- A Geometrical Inclusion-Matrix Model for Concrete -- A Low-Cost Housing Option in Seismic Regions -- Analysis and Design of a 47-Story Reinforced Concrete Structure : Futian Shangri-La Hotel Tower -- Behavior of a Long-Term Tensile Force Measurement Device -- Carbon Fiber Composite Jackets to Protect Reinforced Concrete Columns against Blast Damage -- Effect of Arching on Passive Earth Pressure for Rigid Retaining Walls Considering Translation Mode -- Evaluation of Capacity Spectrum Method for Estimate of Seismic Performance in Buckling -- Restrained Braced Frame -- Evaluation of Missing Column Analyses in Progressive Collapse Design Codes -- Inelastic Behavior of Structural Steels under Cyclic Biaxial Nonproportional Loading -- Interface Shear Transfer of Diagonally Arranged Reinforcing Bars under Repeated Loading -- Long-Span Truss Structures for Low-Vibration Environments -- Probabilistic Approach to Progressive Collapse Prevention. Physics Based Simulations -- Role of Ground Motion Selection Method in Collapse Capacity Assessment of Structures -- Seismic Performance of Reinforced Concrete Frames with Precast-Prestressed Flooring System -- Seismic Retrofit of Large-Scale Reinforced Concrete Columns by Prestressed High-Strength Metal Strips -- Simulation of Combination of Snow and Earthquake Hazards -- Trading Places: An International Exchange Program for Engineers from the United States and Denmark -- Wind Loads on Patio Covers.
Subject(s)
Genre(s)
ISBN
9780784472781 (electronic bk.)
0784472785 (electronic bk.)
9780784410318
0784410313
Collection
ASCE eBooks and Standards
Note
Sponsored by the Structural Engineering Institute of the American Society of Civil Engineers.
Title from online table of contents page (viewed on Aug. 21, 2009).
Bibliography Note
Includes bibliographical references.
View MARC record | catkey: 16215855