Port of Los Angeles Risk Management Strategies
This paper examines risk management strategies for the port of Los Angeles. Topics include its importance to the economy, potential port risks, seismic risk strategies, and terrorist risk...
Structural Condition Assessment
In Structural Condition Assessment, editor-in-chief Robert Ratay gathers together the leading people in the field to produce the first unified resource on all aspects of structural condition...
Offshore Technology in Civil Engineering
Hall of Fame Papers from the Early Years
Prepared by the Subcommittee on Offshore Technology Conference Support of the Coasts, Oceans, Ports, and Rivers Institute of ASCE. This series presents...
Seismic Calculation and '97 UBC
This chapter discusses seismic calculations in Microsoft Excel....
Concrete Biaxial Column: Composite Circular Column
This chapter discusses the tabulation of composite circular column data in Microsoft Excel....
LN2 Bulk Storage Tank: Test Measurements
This chapter discusses storage tank test measurement data....
LRFD Compared to Working Strength Loads: Introduction
This chapter introduces the subject of load resistance factor design as compared to working strength loads....
LRFD Compared to Working Strength Loads
This chapter contains examples used to demonstrate the design of footings to resist seismic loads....
Guidelines for the Testing of Seismic Isolation and Energy Dissipating Devices
This report outlines the HITEC Technical Evaluation Plan for seismic isolation and energy dissipating systems. The plan is designed to characterize the fundamental properties and performance...
Strength Design in Aluminum
A Review of Three Codes
Prepared by the Task Committee on Strength Design in Aluminum of the Committee on Special Structures of the Committee on Metals of the Structural Engineering Institute of ASCE. ...
On the Inelastic Design of Steel I Girder Bridges
This paper documents the development of a relatively easy to use set of effective plastic moment expressions and compares the performance of these equations with a series of experimental...
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...
Analysis of Dynamic Laterally Loaded Pile in Clay
Deflections of laterally loaded pile groups are strongly affected by the degree of pile head fixity. If the cap provides perfect restraint against rotation, deflections are only about...
San Simeon Earthquake of December 22, 2003 and Denali, Alaska, Earthquake of November 3, 2002
Prepared by the Earthquake Investigations Committee of the Technical Council of Lifeline Earthquake Engineering of ASCE. This TCLEE Monograph provides...
Repairing Pittsburgh's Portal
Engineering the rehabilitation of Pittsburgh's Fort Pitt Bridge and Fort Pitt Tunnel involved an extensive inspection of their condition and a detailed evaluation of alternative...
A More Perfect Union
Established to promote greater public understanding of the United States Constitution, the National Constitution Center facility in Philadelphia is a structure of complex geometries articulated...
Torsion of Reinforced Concrete -A Historical Overview
The story of torsion of reinforced concrete must start with the French professor, C. L. Navier. In his landmark book (Navier, 1826) he rigorously derived the first rational theory 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...
Evaluation of Anchor Wall Systems' Landmark Reinforced Soil Wall System
With T.C. Mirafi's Miragrid & Miratex Geogrid Reinforcement ?Final Report
This report describes a HITEC evaluation designed to determine the basic capability and limitations of the Landmark/Mirafi System for use as a technically viable precast MSE retaining...
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