Topics include design and evaluation philosophy, seismic hazards such as ground shaking, fault rupture, and tsunamis, analysis and load definition, primary structural design criteria and considerations, walkdown evaluations of existing facilities, design and evaluation of tanks at grade, and retrofit design and procedures for seismically deficit structures.

Prepared by theØTask Committee on Wind-Induced Forces and Task Committee on Anchor Bolt Design of the Petrochemical Committee of the Energy Division of ASCE. This report presents state-of-the-practice set of guidelines for the determination of wind-induced forces and the design of anchor bolts for petrochemical facilities. Current codes and standards do not address many of the structures found in the petrochemical industry. As a result, engineers and petrochemical companies have independently developed procedures and techniques for handling engineering issues such as the twoØcontained in this report. A lack of standardization in the industry has led to inconsistent structural reliability, however. This volume is intended for structural design engineers familiar with design of industrial-type structures.

"This report offers practical recommendations regarding the design and safety of new and existing petrochemical facilities during and following an earthquake"--

Seismic Guidelines for Ports was prepared by the Ports Committee of the Technical Council on Lifeline Earthquake Engineering of the American Society of Civil Engineers, a committee of experienced professionals for port authorities, government, consulting engineering firms, and the academic community. This volume includes lessons of experience form past earthquakes; a summary of current state of knowledge and practice of risk reduction planning through design, analysis and material components; and guidelines for response and recovery at ports.

This report represents the state-of-the-practice for wind load design at industrial facilities and is aimed at engineers familiar with design of industrial type structures.