Key Features And Terminology

• Title
• Copyright
• Disclaimer
• Contents
• Chapter 01 Introduction
  • 1.1 Introduction
  • 1.2 History and Advantages of CSiBridge
  • 1.3 What CSiBridge Can Do!
  • 1.4 An Integrated Approach
  • 1.5 Modeling Features
  • 1.6 Analysis Features
  • 1.7 Design Features
  • 1.8 Seismic Features
  • 1.9 Rating Features
  • 1.10 Advanced Commands
  • 1.11 An Intuitive Process
  • 1.12 Work Flow
• Chapter 02 Getting Started
  • 2.1 Installing CSiBridge
  • 2.2 If You are Upgrading
  • 2.3 About the Manuals
  • 2.4 “Watch & Learn™ Movies”
  • 2.5 CSI Knowledge Base
  • 2.6 Technical Support
  • 2.7 Help Us to Help You
• Chapter 03 Lanes
  • 3.1 Centerline and Direction
  • 3.2 Eccentricity
  • 3.3 Width
  • 3.4 Interior and Exterior Edges
  • 3.5 Discretization
• Chapter 04 Influence Lines and Surfaces
  • 4.1 Overview
  • 4.2 Influence Lines and Surfaces
• Chapter 05 Vehicle Live Loads
  • 5.1 Direction of Loading
  • 5.2 Distribution of Loads
  • 5.3 Axle Loads
  • 5.4 Uniform Loads
  • 5.5 Minimum Edge Distances
  • 5.6 Restricting a Vehicle to the Lane Length
  • 5.7 Application of Loads to the Influence Surface
    • 5.7.1 Option to Allow Reduced Response Severity
    • 5.7.2 Width Effects
  • 5.8 Length Effects
    • 5.8.1 Concentrated (Axle) Loads
    • 5.8.2 Distributed Loads
  • 5.9 Application of Loads in Multi-Step Analysis
• Chapter 06 General Vehicle
  • 6.1 Specification
  • 6.2 Moving the Vehicle
• Chapter 07 Vehicle Response Components
  • 7.1 Superstructure (Span) Moment
  • 7.2 Negative Superstructure (Span) Moment
  • 7.3 Reactions at Interior Supports
• Chapter 08 Standard Vehicles
  • 8.1 Hn-44 and HSn-44
  • 8.2 Hn-44L and HSn-44L
  • 8.3 AML
  • 8.4 HL-93K, HL-93M, and HL-93S
  • 8.5 P5, P7, P9, P11, and P13
  • 8.6 Cooper E 80
  • 8.7 UICn
  • 8.8 RL
• Chapter 09 Vehicle Classes
  • 9.1 Vehicle Class Definitions
• Chapter 10 Moving Load Load Cases
  • 10.1 AASHTO HS Loading
  • 10.2 AASHTO HL Loading
  • 10.3 Caltrans Permit Loading
  • 10.4 Restricted Caltrans Permit Loading
• Chapter 11 Moving Load Response Control
  • 11.1 Bridge Response Groups
  • 11.2 Correspondence
  • 11.3 Influence Line Tolerance
  • 11.4 Exact and Quick Response Calculation
• Chapter 12 Step-By-Step Analysis
  • 12.1 Loading
  • 12.2 Static Analysis
  • 12.3 Time-History Analysis
  • 12.4 Enveloping and Load Combinations
  • 12.5 Computational Considerations