<--- Back to Details
First PageDocument Content
Engineering / Earthquake engineering / Seismic analysis / Response spectrum / Deep foundation / Limit state design / Rebar / Structural load / Construction / Civil engineering / Structural engineering
Date: 2013-09-19 14:09:55
Engineering
Earthquake engineering
Seismic analysis
Response spectrum
Deep foundation
Limit state design
Rebar
Structural load
Construction
Civil engineering
Structural engineering

Table of Revisions from SDC 1

Add to Reading List

Source URL: www.dot.ca.gov

Download Document from Source Website

File Size: 1,22 MB

Share Document on Facebook

Similar Documents

Response Spectrum Analysis (응답스펙트럼 해석) Step Step 00

DocID: 1uQ2e - View Document

Nuclear technology / Nuclear physics / Engineering / Earthquake engineering / Pressure vessels / Nuclear reactors / Structural engineering / MYRRHA / Generation IV reactor / Base isolation / Response spectrum / SCKCEN

EUROPEAN COMMISSION 7th EURATOM FRAMEWORK PROGRAMMETHEME [FissionR&D activities in support of the implementation of the Strategic Research Agenda of SNE-TP]

DocID: 1rr7K - View Document

Engineering / Real estate / Construction / Earthquake engineering / Structural system / Civil engineering / Structural engineering / Diaphragm / Shear wall / Response spectrum / Seismic analysis / Deck

NIST GCRNEHRP Seismic Design Technical Brief No. 3 Seismic Design of Cast-in-Place Concrete Diaphragms,

DocID: 1rou5 - View Document

Engineering / Earthquake engineering / Construction / Real estate / Seismology / Structural engineering / Response spectrum / Spectral acceleration / Peak ground acceleration / Vibration / Acceleration / Damping

Microsoft Word - Post_EQ_Assessment_Free_Field_Motions

DocID: 1r9NG - View Document

Engineering / Real estate / Construction / Earthquake engineering / Structural engineering / Structural analysis / Civil engineering / Seismology / Seismic analysis / Northridge earthquake / Inspection / Response spectrum

FEDERAL EMERGENCY MANAGEMENT AGENCY FEMA XXX/January, 1999 FT DR

DocID: 1qVIz - View Document