Prescriptive Design Method (PrDM)
This chapter discusses the prescriptive design method (PrDM). Topics include classification according to current provisions; system analysis; vertical redistribution of coupling beam forces;...

Component Design
This chapter discusses component design. Topics include coupling beam design; beam-wall connection design; and wall pier design....

Alternative Hybrid Wall Systems
This chapter discusses alternative hybrid wall systems. Topics include unbonded post-tensioned coupled wall systems; steel coupling beam with fuse; and composite shear plate coupling beam....

Size and Scale Effects on the Shear Strength of Concrete Beams
This paper identifies and discusses the role of proper geometric scale of relevant parameters in the size effect in shear, particularly in terms of practical beam design. In the overall...

Reinforced Concrete Beam: Introduction
This chapter introduces the subject of reinforced concrete beams....

Reinforced Concrete Beam
This chapter discusses the tabulation of reinforced concrete beams data in Microsoft Excel....

Reinforced Concrete Beam
This chapter discusses the tabulation of reinforced concrete beam data in Microsoft Excel....

New Shear Stud Provisions for Composite Beam Design
The 2005 American Institute of Steel Construction (AISC) Specification for Structural Steel Buildings (AISC 2005) will contain significant changes to the shear connector provisions for...

Overview of Structural Behavior of Members Subjected to Torsion
The torsion strength of concrete beams depends on many factors, such as the amount of reinforcement, the volumetric ratios of longitudinal and transverse steel bars, the concrete strength,...

Advances in Analytical Modeling of Torsional Members
The basic formula for calculating the torsional strength of reinforced concrete members was developed by Rausch (1929) using the space truss concept. Unfortunately, Rausch's equation may...

Members Subjected to Torsion Combined with Other Actions
The combination of torsion with bending and shear (T-M-V) in members with both transverse and longitudinal reinforcement is the most commonly encountered combination in practical cases....

Evaluation of the Geo-Con Vert Wall System
Prepared by the Highway Innovative Technology Evaluation Center (HITEC), a CERF/IIEC Innovation Center This report describes a HITEC evaluation designed...

Application of Multibeam Echo Sounding and Side Scan Sonar for Mapping of Shoreline Protection Revetments
The use of multibeam survey methodology coupled with high precision positioning systems for the mapping of shoreline protection features and the adjacent offshore areas allows development...

Applications of Multibeam Echo Sounding with Topographic Mapping for Monitoring of Rubble Mound Breakwaters
Analysis of data from the breakwater monitoring program indicates the integration of multibeam survey capability with the increased accuracy of OTF DGPS positioning and advanced data management...

A Reinforced Concrete Model for Analyzing Inelastic Behavior of RC Members

FEM Analysis for Structural Performance Design of Concrete Structures

Finite Element Analysis of RC Beam-Column Bridge Connections

RC Beam-Column FE Including Bond-Slip

Localization Issues in Nonlinear Frame Elements

Size Effect in Shear Strength of RC Beams: Experiment, FE Analysis, and Design Formula