MANUAL ON DESIGN FABRICATION ERECTION AND MAINTENANCE OF

pile support wall abutting the neighboring property, in combination with more conventional hand-excavated underpinning piers along building walls on the interior of the site These major foundation support efforts were all to take place concurrently, while the remainder of the building above underwent a full structural gut renovation

San Francisco Bay Conservation and Development Commission

Event (Earthquake) consistent with the design philosophy for new structures embodied in ASCE 7, which is the basis for new design in the California Building Code The meaning of “non-collapse” is defined as continued gravity support of the structure following an earthquake event

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determined from Equation 29 51 of ASCE 7 in which the value of GCf shall be taken as 3 1 GCf shall be permitted to be reduced linearly from 3 1 to 1 1 as the value of Af is increased from (0 1Bh) to (Bh) The value of G from Section 26 9 of ASCE 7 shall not be used Additionally, a simultaneous uplift force shall be applied, given by Equation

Use of Models for Water Resources Management, Planning, and

ice ExtendedSttiamflow Technique ” Conference on ReservoirSys- teni Regulation, ASCE, Boulder, ~do , ~{lg 14-17 1979 41) P Sheer, “Analyzing the Risk of Drought: TheOccoquan Ex-perience,’’Journa/ of the A&an Water J4’orks Association, May 1980 Additional objectives include maximizing hy-dropower production (by releasing water) and

Potomac Reservoir and River Simulation Model User’s Guide and

a 1983 nominee for the American Society of Civil Engineers (ASCE) Outstanding Civil Engineering Achievement (Scheer and Flynn, 1983) Some of the techniques applied to the WMA were built on operations research done in the power industry (Scheer, 1983) Such systems made use of

Seismic Design and Retrofit of Piping Systems July 2002

between the American Society of Civil Engineers (ASCE) and the Federal Emergency Management Agency (FEMA) In 2001, ALA requested George A Antaki, P E , to prepare a guide for the seismic design of new piping systems, and the seismic retrofit of existing, operating systems in critical facilities 1 1 Project Objective

A New Technique for Simulation of Collapse of a Tunnel in a

The aims of the centrifuge model tests described here were: (a) to develop a technique for simulation of sequential segmental tunnel construction resulting in a propagating surface settlement trough, and(b) to design and commission a device for accurate measurement of the profile of the settlement trough