Find the standard you are looking for at Engineering360. Documents are available for purchase from the IHS Standards Store.

1 - 12 of 12 results

CED - MP S-78-16 - IN SITU SEISMIC INVESTIGATION ISABELLA PROJECT, CALIFORNIA; ERRATA - JANUARY 1979 Organization: CED
Date: 1978-01-01
API - REPORT 85-22 - SEISMIC LOAD EFFECTS STUDY - ADDENDUM Organization: API
Date: 1985-11-14
Description: The foregoing results will be used by Professor Fred Moses to calculate the reliability indices, β, for current API working stress design, and to calibrate load factors, γE, and nominal load definitions suitable for seismic load and resistance factor design (LRFD). The seismic design criteria will be: where D and L are nominal dead and live load, γD and γL are their respective load factors, Rn is the nominal component resistance and φ is its resistance factor.
ACI SP-187 - SEISMIC RESPONSE OF CONCRETE BRIDGES Organization: ACI
Date: 1999-01-01
Description: INTRODUCTION Prior to the 1933 Long Beach earthquake there was no special consideration for seismic design of buildings or bridges in California. The severe damage to schools that resulted from that seismic event resulted in creation of the Structural Engineer license and a requirement for speciaI consideration of seismic forces in the design of public schools in California.
WILEY - SEISMIC DESIGN AND RETROF - SEISMIC DESIGN AND RETROFIT OF BRIDGES COMPLETE DOCUMENT Organization: WILEY
Date: 1996-01-01
Description: Recent earthquakes, such as the ones in Kobe, Japan, and Oakland, California, have led to a heightened awareness of seismic risk and have revolutionized bridge design and retrofit philosophies.
BRE IP2/09 - STRUCTURAL COMPOSITE CONNECTIONS FOR SEQUENTIAL SEISMIC AND FIRE PERFORMANCE Organization: BRE
Date: 2009-02-01
Description: The research presented in this paper attempts to couple fire safety with seismic safety based on the design of partial strength composite connections in order to provide: • seismic safety with respect to accidental actions • fire safety where seismic actions cause the stiffness and strength of beam-to-column joints to be reduced.
API REPORT OSAPR 14 - INELASTIC CYCLIC BEHAVIOR OF TUBULAR BRACED FRAMES Organization: API
Date: 1980-04-18
Description: An offshore tower designed for wave and earthquake conditions appropriate for Southern California served as the prototype for the test frames.
API REPORT 80-26B-1 - STAGE 1 - BASELINE ANALYSIS EARTHQUAKE ANALYSIS STUDIES FOR OFFSHORE STUCTURES Organization: API
Date: 1980-11-01
Description: The model simulates an eight-legged, 80 conductor template-type structure designed for offshore Southern California. The total height of the decks and jacket is approximately 337 feet (water depth 265 feet).
API REPORT 80-26A - ACCELERATION TIME HISTORIES FOR EARTHQUAKE ANALYSIS STUDIES OF OFFSHORE STRUCTURES Organization: API
Date: 1980-10-01
Description: The scope of the investigation entails three dimensional time history dynamic analyses of a typical offshore platform under design conditions comparable to American Petroleum Institute recommended practice (API RP 2A) earthquake design provisions for Southern California offshore environment. The API RP 2A earthquake design provision provides for strength and ductility requirements.
API REPORT 80-32 - SHAKING TABLE TESTS OF A TUBULAR STEEL FRAME MODEL Organization: API
Date: 1982-01-01
Description: The test model represented a 5/8 scale model of Popov's Frame I(11); thus, it was a 5/48 scale model of the Southern California Example Structure used in previous analytical studies(9,10,12).
WILEY - EARTHQUAKE PROTECTION - EARTHQUAKE PROTECTION 2ND EDITION Organization: WILEY
Date: 2006-01-01
Description: Furthermore, major earthquake disasters, such as the 1994 Northridge earthquake in California, the 1995 Kobe earthquake in Japan and the 1999 Kocaeli earthquake in Turkey have occurred.
API REPORT 79-14 - CYCLIC INELASTIC BAHAVIOR OF STEEL OFFSHORE STRUCTURES Organization: API
Date: 1980-08-01
Description: Two one-sixth scale models of a complete bent of the Southern California Example Structure (Fig. 1.1) were tested. This prototype structure is an example four leg, X-braced production facilities platform designed for 100 ft. water depth in accordance with API wind and earthquake criteria (8th edition) [1] appropriate for Southern California.
ACI SP-205 - FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE STRUCTURES Organization: ACI
Date: 2001-01-01
Description: Scordelis, Professor Emeritus of the University of California at Berkeley, prominent structural engineer and educator.

1 - 12 of 12 results