## 结构工程(影印版)(英文版)/土木工程计算手册

• 定价： ￥68
• ISBN：9787560363424
• 开 本：16开 平装
• 作者：编者:(美)泰勒·G...
• 立即节省：
• 2017-03-01 第1版
• 2017-03-01 第1次印刷

### 内容提要

“土木工程计算手册”是目前最新的有关土木工程技术问题的指导手册，提供了与最新的实践、规范和标准相一致的3000多种计算方法，可以帮助读者准确地进行复杂的设计和施工计算。
泰勒·G·希克斯编著的《结构工程(影印版)(英文版)》介绍了钢结构设计，包括钢梁和板梁、钢柱和张力构件、负载阻力系数法、应力应变分析、受弯构件应力、梁的变形、超静定结构、动载荷和影响线、铆接和焊接连接、钢结构塑性设计；吊架、连接器和风应力分析。

### 作者简介

泰勒·G·希克斯，是一位经验丰富的顾问工程师，曾负责多个工厂的设计及运行，并在多所工程类院校任教和进行国际讲学，出版了20多部相关著作。

### 目录

Load and Resistance Factor Design Overview
Part 1 Structural Steel Design
STEEL BEAMS AND PLATE GIRDERS
Most Economic Section for a Beam with a Continuous Lateral
Support under a Uniform Load
Most Economic Section for a Beam with an Intermittent Lateral
Support under a Uniform Load
Design of a Beam with Reduced Moment Resistance
Design of a Cover-Plated Beam
Design of a Continuous Beam
Shearing Stress in a Beam--Exact Method
Shearing Stress in a Beam--Approximate Method
Moment Capacity of a Welded Plate Girder
Analysis of a Riveted Plate Girder
Design of a Welded Plate Girder
STEEL COLUMNS AND TENSION MEMBERS
Capacity of a Built-Up Column
Capacity of a Double-Angle Star Strut
Section Selection for a Column with Two Effective Lengths
Stress in Column with Partial Restraint against Rotation
Lacing of Built-Up Column
Selection of a Column with a Load at an Intermediate Level
Design of an Axial Member for Fatigue
Investigation of a Beam Column
Application of Beam-Column Factors Using ASD Method
Net Section of a Tension Member
Design of a Double-Angle Tension Member
LOAD AND RESISTANCE FACTOR METHOD
Determining if a Given Beam is Compact or Noncompact
Determining Column Axial Shortening with a Specified Load
Determining the Compressive Strength of a Welded Section
Determining Beam Flexural Design Strength for Minor- and
Major-Axis Bending
Designing Web Stiffeners for Welded Beams
Determining the Design Moment and Shear Strength of a Built-Up
Wide-Flange Welded Beam Section
Finding the Lightest Section to Support a Specified Load
Combined Flexure and Compression in Beam-Columns in a Braced Frame
Simplified Second-Order Analysis
Selection of Concrete-Filled Steel Column
Determining Design Compressive Strength of Composite Columns
Analyzing a Concrete Slab for Composite Action
Determining the Design Shear Strength of a Beam Web
Designing a Bearing Plate for a Beam and It's End Reaction
Determining Beam Length to Eliminate Bearing Plate
ANALYSIS OF STRESS AND STRAIN
Stress Caused by an Axial Load
Deformation Caused by an Axial Load
Deformation of a Built-Up Member
Reactions at Elastic Supports
Analysis of Cable Supporting a Concentrated Load
Displacement of Truss Joint
Axial Stress Caused by Impact Load
Stresses on an Oblique Plane
Evaluation of Principal Stresses
Hoop Stress in Thin-Walled Cylinder under Pressure
Stresses in Prestressed Cylinder
Hoop Stress in Thick-Walled Cylinder
Thermal Stress Resulting from Heating a Member
Thermal Effects in Composite Member Having Elements in Parallel
Thermal Effects in Composite Member Having Elements in Series
Shrink-Fit Stress and Radial Pressure
Torsion of a Cylindrical Shaft
Analysis of a Compound Shaft
STRESSES IN FLEXURAL MEMBERS
Shear and Bending Moment in a Beam
Beam Bending Stresses
Analysis of a Beam on Movable Supports
Flexural Capacity of a Compound Beam
Analysis of a Composite Beam
Beam Shear Flow and Shearing Stress
Locating the Shear Center of a Section
Bending of a Circular Flat Plate
Bending of a Rectangular Flat Plate
Combined Bending and Axial Load Analysis
Flexural Stress in a Curved Member
Soil Pressure under Dam
Load Distribution in Pile Group
DEFLECTION OF BEAMS
Double-Integration Method of Determining Beam Deflection
Moment-Area Method of Determining Beam Deflection
Conjugate-Beam Method of Determining Beam Deflection
Unit-Load Method of Computing Beam Deflection
Deflection of a Cantilever Frame
STATICALLY INDETERMINATE STRUCTURES
Shear and Bending Moment of a Beam on a Yielding Support
Maximum Bending Stress in Beams Jointly Supporting a Load
Theorem of Three Moments
Theorem of Three Moments: Beam with Overhang and Fixed End
Bending-Moment Determination by Moment Distribution
Analysis of a Statically Indeterminate Truss
MOVING LOADS AND INFLUENCE LINES
Analysis of Beam Carrying Moving Concentrated Loads
Influence Line for Shear in a Bridge Truss
Force in Truss Diagonal Caused by a Moving Uniform Load
Force in Truss Diagonal Caused by Moving Concentrated Loads
Influence Line for Bending Moment in Bridge Truss
Force in Truss Chord Caused by Moving Concentrated Loads
Influence Line for Bending Moment in Three-Hinged Arch
Deflection of a Beam under Moving Loads
RIVETED AND WELDED CONNECTIONS
Capacity of a Rivet
Investigation of a Lap Splice
Design of a Butt Splice
Design of a Pipe Joint
Moment on Riveted Connection
Eccentric Load on Riveted Connection
Design of a Welded Lap Joint
Eccentric Load on a Welded Connection
PLASTIC DESIGN OF STEEL STRUCTURES
Allowable Load on Bar Supported by Rods
Determination of Section Shape Factors
Determination of Ultimate Load by the Static Method
Determining the Ultimate Load by the Mechanism Method
Analysis of a Fixed-End Beam under Concentrated Load
Analysis of a Two-Span Beam with Concentrated Loads
Selection of Sizes for a Continuous Beam
Mechanism-Method Analysis of a Rectangular Portal Frame
Analysis of a Rectangular Portal Frame by the Static Method
Theorem of Composite Mechanisms
Analysis of an Unsymmetric Rectangular Portal Frame
Analysis of Gable Frame by Static Method
Theorem of Virtual Displacements
Gable-Frame Analysis by Using the Mechanism Method
Reduction in Plastic-Moment Capacity Caused by Axial Force
Part 2: Hangers, Connectors, and Wind-Stress Analysis
Design of an Eyebar
Analysis of a Steel Hanger
Analysis of a Gusset Plate
Design of a Semirigid Connection
Riveted Moment Connection
Design of a Welded Flexible Beam Connection
Design of a Welded Seated Beam Connection
Design of a Welded Moment Connection
Rectangular Knee of Rigid Bent
Curved Knee of Rigid Bent
Base Plate for Steel Column Carrying Axial Load
Base for Steel Column with End Moment
Grillage Support for Column
Wind-Stress Analysis by Portal Method
Wind-Stress Analysis by Cantilever Method
Wind-Stress Analysis by Slope-Deflection Method
Wind Drift of a Building
Reduction in Wind Drift by Using Diagonal Bracing
Light-Gage Steel Beam with Unstiffened Flange
Light-Gage Steel Beam with Stiffened Compression Flange