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Code
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Description
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As/Nz 1170.4
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Australian Standard Part 4: Earthquake Loads, 1993 edition.
AS/NZ 1170.4 Seismic Data
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ASCE-88
ASCE-93
ASCE-95
ASCE-7-98
ASCE 7-02/05
ASCE-2010
ASCE/SEI 7-16
ASCE/SEI 7-22
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American Society of Civil Engineers Standard 7 (formerly ANSI A58.1).
ASCE-88 Seismic Data
ASCE-93 Seismic Data
ASCE-95 Seismic Data
ASCE 7-98 Seismic Data
ASCE 7-02/05 Seismic Data
ASCE-2010 / ASCE/SEI 7-16 Seismic Data
ASCE/SEI 7-2022 Seismic Data
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Chile NCh2369
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NCh2369 - Chilean Code for Seismic Analysis of Vessels - 2003.
Chile NCh2369 Seismic Data
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China GB 50011
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Chinese Seismic Code.
China GB 50011 Seismic Data
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Costa Rica 2002
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Costa Rica Seismic Code 2002.
Costa Rica 2002 Seismic Data
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G Loading
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Enter an appropriate G loading. The software calculates the mass of
the element and multiplies by the G loading in the appropriate direction.
For vertical vessels, the maximum of the X and Z acceleration values are
chosen for the analysis. For horizontal vessels, all three values are used.
G Loading Seismic Data
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IBC 2000
IBC 2003
IBC 2006
IBC 2009
IBC 2012
IBC 2015
IBC 2018
IBC 2021
IBC 2024
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International Building Code.
IBC Seismic Data
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IS-1893 SCM
IS-1893 RSM
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India Seismic Code.
Seismic Coefficient Method (SCM), 1984 edition.
Response Spectrum Method (RSM), 1984, 2002, 2005 Simplified, 2015, and 2024 editions.
IS-1893 RSM Seismic Data
IS-1893 SCM Seismic Data
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KBC 2016
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Korean Seismic Code.
KBC 2016 Seismic Data
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KHK 1997
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Japan Seismic Code.
KHK 2012 Seismic Data
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Mexico Sismo
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Mexican Seismic Code.
Mexico Sismo Seismic Data
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NBC-1995
NBC-2005
NBC-2010
NBC-2015
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National Building Code of Canada, 1995, 2005, 2010, and 2015 editions.
NBC 1995 Seismic Data
NBC 2005 Seismic Data
NBC 2010 Seismic Data
NBC 2015 Seismic Data
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PDVSA
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Venezuelan Code for Seismic Analysis of Vessels - 1999.
PDVSA Seismic Data
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Res. Spectrum
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Response Spectrum Analysis allows the use of modal time history analysis.
The general design guidelines for this analysis are taken from the ASCE 7-98
or IBC 2000 codes. Other predefined spectra are built into the program, such as
the 1940 Earthquake El Centro and various spectra form the US NRC guide 1.60.
If the spectrum analysis type is user defined, the table of points that define the
response spectra must be entered in the table. For tall structures, this analysis
gives much more accurate results than the typical static equivalent method.
Usually the calculated loads are lower in magnitude than those computed using
conventional building code techniques.
Res. Spectrum Seismic Data
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SANS 10160-4:2010
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South African National Standard 10160, Section 2, 2010 edition.
SANS 10160-4:2010 Seismic Data
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UBC 1994
UBC 1997
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Uniform Building Code, 1994 and 1997 editions.
UBC 1994 Seismic Data
UBC 1997 Seismic Data
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