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  • 5/21/2018 Struct ASEC7 05 IBC 2006 Earthquake Lateral Forces Protected 30-06-2012 Xls - slidepd...

    http:///reader/full/struct-asec7-05-ibc-2006-earthquake-lateral-forces-protected-30

    Codes & international associations websites:A Beginner's Guide to Structural Engineering

    International Organization for Standardization ISO

    EuroCode

    AISC American Institute Of Steel Construction

    IBC CODE

    AWS CODE American National Standard

    RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS

    ASEC American Society of Civil Engineers

    ACI American Concrete Institute

    International Code Council

    AASHT Association of State Highway and Transportation Officials

    California Seismic Safety Commission

    ASME American Society of Mechanical Engineers

    USACE United States Army Corps of Engineers

    NBC2005-CANADIAN CODE- NATIONAL RESEARCH CONCIL CANADA

    FEMA Federal Emergency Management Agency

    NEHRP National Earthquake Hazards Reduction Program

    The National Institute of Building SciencesAWC American Wood Council

    AWWA CODE American Water Works Association

    ANSI code American National Standards Institute

    American Iron and Steel Institute

    Steel Deck Institute

    The Steel Joist Institute

    CCFSS The Center for Cold-Formed Steel Structures

    AREMA CODE American Railway Engineering and Maintenance-of-Way Association

    structural engineers association

    www.seaint.org

    SEAOC Structural Engineers Association of California

    ATC Applied Technology Council

    Structural Engineers Association of California

    FHWA The Federal Highway Administration

    NCMA The National Concrete Masonry Association

    ASME American Society of Mechanical Engineers

    The Council on Tall Buildings and Urban Habitat

    *******Earthquakes data sites:**************************************

    The Consortium of Organizations for Strong-Motion Observation Systems

    El Centro 1940-05-19 04:36:41 UTC Plots

    Central United States Earthquake Consortium

    Earthquake Hazards Program

    European-Mediterranean Seismological Centre

    European-Mediterranean Observatories

    EGYPT National Research Institute of Astronomy and Geophysics (NRIAG)

    The Global Seismic Hazard Assessment Program (GSHAP) for PGA

    Egypt PGA

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    (NOAA's National Weather Service)Pacific Tsunami Warning Center

    Richter magnitude scale

    OpenSHA is an open-source,Java-based platform for conducting Seismic Hazard Analysis (SH

    The Earthquake Engineering Research Institute

    Pacific Earthquake Engineering Research Center, U.C. Berkeley PEER

    Earthquake Engineering Research Institute EERI

    Center for Engineering Strong Motion Data USGS

    Network for Earthquake Engineering Simulation (NEES)

    The Pacific Northwest Seismic Network

    Geotechnical Earthquake Engineering Portal

    *****National Hurricane Center:*****************************************

    US National Hurricane Center

    *****Bookstore websites:************************************************

    McGraw-Hill

    John Wiley & Sons

    *****Useful websites:************************************************

    xls design sheets

    download projects dwg + models

    A Beginner's Guide to Structural Engineering

    anything related to steel

    www.modernsteel.com

    unit convertlearning website

    learning website

    engineering videos

    A collection of online learning in all different subjects (Videos + Books)

    for ppt files

    learning wedsite

    learning web site

    unit convert

    constructiondetails.us.cype.com

    www.aboutcivil.com

    www.books-by-isbn.com

    http://rapidlibrary.com/

    http://skyscraperpage.com/

    www.tallestbuildingintheworld.com

    http://www.modernsteel.com/http://www.aboutcivil.com/http://www.books-by-isbn.com/http://rapidlibrary.com/http://skyscraperpage.com/http://www.tallestbuildingintheworld.com/http://www.tallestbuildingintheworld.com/http://skyscraperpage.com/http://rapidlibrary.com/http://www.books-by-isbn.com/http://www.aboutcivil.com/http://www.modernsteel.com/
  • 5/21/2018 Struct ASEC7 05 IBC 2006 Earthquake Lateral Forces Protected 30-06-2012 Xls - slidepd...

    http:///reader/full/struct-asec7-05-ibc-2006-earthquake-lateral-forces-protected-30

    www.bgstructuralengineering.com

    www.iso.org

    www.eurocode.info

    www.aisc.org

    www.internationalcodes.net

    www.aws.org

    www.boltcouncil.org

    www.asce.org

    www.concrete.org

    www.iccsafe.org

    www.transportation.org

    www.seismic.ca.gov

    www.asme.org

    www.usace.army.mil

    www.nrc-cnrc.gc.ca

    www.fema.gov

    www.nehrp.gov

    www.nibs.orgwww.awc.org

    www.awwa.org

    www.ansi.org

    www.steel.org

    www.sdi.org

    http://steeljoist.org/

    www.ccfssonline.org

    www.arema.org

    www.seaintarchive.org/group/seaint/

    www.seaint.org

    www.seaoc.org/

    www.atcouncil.org

    www.seaoc.org

    www.fhwa.dot.gov

    www.ncma.org

    www.asme.org

    www.ctbuh.org

    www.cosmos-eq.org/

    http://db.cosmos-eq.org/scripts/default.plx

    http://db.cosmos-eq.org/scripts/event.plx?evt=88

    www.cusec.org

    http://earthquake.usgs.gov/

    www.emsc-csem.org

    www.orfeus-eu.org/Links/euromed.html

    www.nriag.sci.eg

    www.seismo.ethz.ch/static/gshap/

    http://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gif

    http://www.bgstructuralengineering.com/http://www.iso.org/http://www.eurocode.info/http://www.aisc.org/http://www.internationalcodes.net/http://www.aws.org/http://www.boltcouncil.org/http://www.asce.org/http://www.concrete.org/http://www.iccsafe.org/http://www.transportation.org/http://www.seismic.ca.gov/http://www.asme.org/http://www.usace.army.mil/http://www.nrc-cnrc.gc.ca/http://www.fema.gov/http://www.nehrp.gov/http://www.nibs.org/http://www.awc.org/http://www.awwa.org/http://www.ansi.org/http://www.steel.org/http://www.sdi.org/http://steeljoist.org/http://www.ccfssonline.org/http://www.arema.org/http://www.seaintarchive.org/group/seaint/http://www.seaint.org/http://www.seaoc.org/http://www.atcouncil.org/http://www.seaoc.org/http://www.fhwa.dot.gov/http://www.ncma.org/http://www.asme.org/http://www.ctbuh.org/http://www.cosmos-eq.org/http://db.cosmos-eq.org/scripts/default.plxhttp://db.cosmos-eq.org/scripts/event.plx?evt=88http://www.cusec.org/http://earthquake.usgs.gov/http://www.emsc-csem.org/http://www.orfeus-eu.org/Links/euromed.htmlhttp://www.nriag.sci.eg/http://www.seismo.ethz.ch/static/gshap/http://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gifhttp://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gifhttp://www.seismo.ethz.ch/static/gshap/http://www.nriag.sci.eg/http://www.orfeus-eu.org/Links/euromed.htmlhttp://www.emsc-csem.org/http://earthquake.usgs.gov/http://www.cusec.org/http://db.cosmos-eq.org/scripts/event.plx?evt=88http://db.cosmos-eq.org/scripts/default.plxhttp://www.cosmos-eq.org/http://www.ctbuh.org/http://www.asme.org/http://www.ncma.org/http://www.fhwa.dot.gov/http://www.seaoc.org/http://www.atcouncil.org/http://www.seaoc.org/http://www.seaint.org/http://www.seaintarchive.org/group/seaint/http://www.arema.org/http://www.ccfssonline.org/http://steeljoist.org/http://www.sdi.org/http://www.steel.org/http://www.ansi.org/http://www.awwa.org/http://www.awc.org/http://www.nibs.org/http://www.nehrp.gov/http://www.fema.gov/http://www.nrc-cnrc.gc.ca/http://www.usace.army.mil/http://www.asme.org/http://www.seismic.ca.gov/http://www.transportation.org/http://www.iccsafe.org/http://www.concrete.org/http://www.asce.org/http://www.boltcouncil.org/http://www.aws.org/http://www.internationalcodes.net/http://www.aisc.org/http://www.eurocode.info/http://www.iso.org/http://www.bgstructuralengineering.com/
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    http://weather.gov/

    http://en.wikipedia.org/wiki/Richter_magnitude_scale

    www.opensha.org/

    www.eeri.org/index.php

    http://peer.berkeley.edu/

    www.eeri.org/

    www.strongmotioncenter.org/

    http://nees.org/

    www.pnsn.org

    http://earthquake.geoengineer.org/

    *****National Hurricane Center:*****

    ************************************

    http://www.nhc.noaa.gov/gtwo_atl.shtml

    *****Bookstore websites:*************

    ***********************************

    www.mhprofessional.com

    eu.wiley.com

    *****Useful websites:*************

    ***********************************

    www.excelcalcs.com

    www.sap2000.org

    www.bgstructuralengineering.com/

    www.steeltools.org

    www.modernsteel.com

    www.chapelsteel.comwww.online-tech-tips.com

    www.structsource.com

    www.engineeringvideos.net/

    www.onlineglobalgroup.com

    www.slideworld.org

    www.structsource.com

    www.theconstructor.org

    www.translatorscafe.com

    http://constructiondetails.us.cype.com/

    www.aboutcivil.com

    www.books-by-isbn.com

    http://rapidlibrary.com/

    http://skyscraperpage.com/

    www.tallestbuildingintheworld.com

    http://weather.gov/http://en.wikipedia.org/wiki/Richter_magnitude_scalehttp://www.opensha.org/http://www.eeri.org/index.phphttp://peer.berkeley.edu/http://www.eeri.org/http://www.strongmotioncenter.org/http://nees.org/http://www.pnsn.org/http://earthquake.geoengineer.org/http://www.nhc.noaa.gov/gtwo_atl.shtmlhttp://www.mhprofessional.com/http://www.excelcalcs.com/http://www.sap2000.org/http://www.bgstructuralengineering.com/http://www.steeltools.org/http://www.modernsteel.com/http://www.chapelsteel.com/http://www.online-tech-tips.com/http://www.structsource.com/http://www.engineeringvideos.net/http://www.onlineglobalgroup.com/http://www.slideworld.org/http://www.structsource.com/http://www.theconstructor.org/http://www.translatorscafe.com/http://constructiondetails.us.cype.com/http://www.aboutcivil.com/http://www.books-by-isbn.com/http://rapidlibrary.com/http://skyscraperpage.com/http://www.tallestbuildingintheworld.com/http://www.tallestbuildingintheworld.com/http://skyscraperpage.com/http://rapidlibrary.com/http://www.books-by-isbn.com/http://www.aboutcivil.com/http://constructiondetails.us.cype.com/http://www.translatorscafe.com/http://www.theconstructor.org/http://www.structsource.com/http://www.slideworld.org/http://www.onlineglobalgroup.com/http://www.engineeringvideos.net/http://www.structsource.com/http://www.online-tech-tips.com/http://www.chapelsteel.com/http://www.modernsteel.com/http://www.steeltools.org/http://www.bgstructuralengineering.com/http://www.sap2000.org/http://www.excelcalcs.com/http://www.mhprofessional.com/http://www.nhc.noaa.gov/gtwo_atl.shtmlhttp://earthquake.geoengineer.org/http://www.pnsn.org/http://nees.org/http://www.strongmotioncenter.org/http://www.eeri.org/http://peer.berkeley.edu/http://www.eeri.org/index.phphttp://www.opensha.org/http://en.wikipedia.org/wiki/Richter_magnitude_scalehttp://weather.gov/
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    Project :- Project Name M.A.S. Rev00

    Building :- 4 Floors Bldg. M.A.S.

    Location:- Cairo, EGYPT Date:- 16-Aug-14

    INPUT:

    Building Location Cairo

    Ss = 0.670g S1 = 0.270g Clause 11.4.1

    Soil Profile Description Very Dense soil TABLE 20.3-1

    Site Class C TABLE 20.3-1

    Site coefficients Fa, Fv : Fa = 1.132 TABLE 11.4-1

    Fv = 1.530 TABLE 11.4-2

    Design Spectral Acceleration Parameters:

    Eq. (11.4-1) = 0.7584g = 0.5056g Eq. (1 1.4-3)

    Eq. (11.4-2) = 0.4131g

    = 0.2754g Eq. (1 1.4-4)

    Structure Type Concrete moment-resisting frames (0.016) TABLE 12.8-2

    Ct = 0.0466 x = 0.90 TABLE 12.8-2

    hn ( Total height above Structure base) = 14.00 m

    = 0.501 sec. Eq. (12.8-7) Cu = 1.425 sec.TL= long-period transition period = 8.00 sec. Tu = 0.714 sec.

    R Response modification coefficient = 5.00 TABLE 12.2-1 TEtabs sec.

    Building Occupancy Category I Table 1-1 Tused = 0.501 sec.

    I (Importance Factor) 1.00 TABLE 11.5-1

    W Building Total Wgt. 41892.17 KN SDC D TABLE 11.6-1

    Calculation of Equivalent Lateral Force according Clause 12.8:

    a- Calculation of Seismic Response Coefficient Cs according 12.8.1.1:

    = 0.1011 Eq. (12.8-2)

    Maximum = 0.1099 Eq. (12.8-3)

    Maximum = 0.0000 Eq. (12.8-4)

    Csminimum = 0.0100 Eq. (12.8-5)

    Csmin. for S1>= 0.6g = 0.0000 Eq. (12.8-6)

    use Eq(12.8- 2) Cs= = 0.10113

    b- Calculation of Seismic Base Shear Vaccording Clause 12.8.1:

    = 0.10113 W = 4,236.4 KN Eq. (12.8-1)

    Earthquake Lateral Forces according ASEC7-05 / IBC 2006:

    Designed by:-

    Checked by:-

    Page 5 of 28

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    Project :- Project Name M.A.S. Rev00

    Building :- 4 Floors Bldg. M.A.S.

    Location:- Cairo, EGYPT Date:- 16-Aug-14

    Earthquake Lateral Forces according ASEC7-05 / IBC 2006:

    Designed by:-

    Checked by:-

    c- Vertical Distribution of Seismic Forces Fxaccord ing Claus e 12.8.3:

    Eq. (12.8-11) k = 1.001 Eq. (12.8-12)

    Eq. (12.8-12)

    Floor Level Wi(KN)floor

    Height(m)

    floor height

    from Base

    level hi(m)

    wi*hik

    /wi*hik

    Fx(KN)

    Upper roof 3001 2.5 14 42071.76 0.12 492.7

    Roof 11013 3 11.5 126817.1 0.35 1485.1

    2nd FL 13663 3 8.5 116265 0.32 1361.5

    1st FL 13665 3 5.5 75227.57 0.21 881.0

    GF 550 2.5 2.5 1376.679 0.00 16.1

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.00 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.00 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.00 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    0 0 0.00 0.0

    Sum 41892 14 361758.1 1.00 4236.4

    Page 6 of 28

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    Project :- Project Name M.A.S. Rev00

    Building :- 4 Floors Bldg. M.A.S.

    Location:- Cairo, EGYPT Date:- 16-Aug-14

    Earthquake Lateral Forces according ASEC7-05 / IBC 2006:

    Designed by:-

    Checked by:-

    Design Response Spectrum acceleration Saaccording Clause 11.4.5:

    = 0.1089 = 0.5447

    Period

    sec/ Sa

    Clause 11.4.5-2: 0.000 0.2023 Eq 11.4-5

    To 0.109 0.5056 Eq 11.4-5

    Ts 0.545 0.5056 C 11.4.5-2

    0.917 0.3002

    1.290 0.2135

    1.663 0.1656

    2.036 0.1353

    2.409 0.1143

    2.781 0.0990

    3.154 0.08733.527 0.0781

    3.900 0.0706

    4.272 0.0645

    4.645 0.0593

    5.018 0.0549

    5.391 0.0511

    5.763 0.0478

    6.136 0.0449

    6.509 0.0423

    6.882 0.0400

    7.254 0.0380

    7.627 0.0361

    TL 8.000 0.0344

    8.400 0.0312

    8.800 0.0285

    9.200 0.0260

    9.600 0.0239

    10.000 0.0220

    Eq 11.4-7

    Eq 11.4-6

    0.00

    0.05

    0.10

    0.15

    0.20

    0.25

    0.30

    0.35

    0.40

    0.45

    0.50

    0.55

    0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10

    Period sec / Sa

    Period sec / Sa

    Page 7 of 28

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    TABLE 20.3-1 SlTE CLASSIFICATION

    Soil Profile

    Descri tionSoil Profile Type

    Hard Rock A

    Rock B

    Very Dense soil C

    Soft rock CStiff Soil D

    Soft Clay soil E

    Soils requiring

    site response

    analysis

    F

    TABLE 11.4-1 SlTE COEFFICIENT, Fa

    Site Class Ss=1.25

    A 0.8 0.8 0.8 0.8 0.8

    B 1.0 1.0 1.0 1.0 1.0

    C 1.2 1.2 1.1 1.0 1.0D 1.6 1.4 1.2 1.1 1.0

    E 2.5 1.7 1.2 0.9 0.9

    F N/A N/A N/A N/A N/A

    TABLE 11.4-2 SlTE COEFFICIENT, Fv

    Site Class S1=0.5

    A 0.8 0.8 0.8 0.8 0.8

    B 1.0 1.0 1.0 1.0 1.0

    C 1.7 1.6 1.5 1.4 1.3

    D 2.4 2.0 1.8 1.6 1.5

    E 3.5 3.2 2.8 2.4 2.4

    F N/A N/A N/A N/A N/A

    TABLE 12.2-1

    R

    1.25

    1.50

    2.00

    2.503.00

    3.25

    3.50

    4.00

    4.50

    5.00

    5.50

    6.00

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    6.50

    7.00

    7.50

    8.00

    TABLE 11.5-1 IMPORTANCE FACTORS

    Occupancy

    Category

    Importance

    FactorI 1.00

    II 1.00

    III 1.25

    IV 1.50

    TABLE 12.8-1 COEFFICIENT FOR UPPER LIMIT

    ON CALCULATED PERIOD

    SD1 Coefficient Cu

    0.4 1.4

    0.3 1.4

    0.2 1.5

    0.15 1.6

    0.1 1.7

    Table 11.6-1 Seismic Design Category

    I or II III IV

    SDS

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    TABLE 12.8-2 VALUES OF APPROXIMATE PERIOD

    PARAMETERS Ct AND x

    Structure Type Ct x

    Steel moment-resisting frames (0.028) 0.0724 0.8

    Concrete moment-resisting frames (0.016) 0.0466 0.9

    Eccentrically braced steel frames (0.03) 0.0731 0.75

    All other structural systems (0.02) 0.0488 0.75

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    all Etab & sap decoments are here

    According Atkins manual http://www.4shared.com/folder/rp0IHgDL/ECP201-2008_Earthquak_Lateral_.

    http://www.4shared.com/folder/rp0IHgDL/ECP201-2008_Earthquak_Lateral_.htmlhttp://www.4shared.com/folder/rp0IHgDL/ECP201-2008_Earthquak_Lateral_.html
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    tml

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    http:///reader/full/struct-asec7-05-ibc-2006-earthquake-lateral-forces-protected-30

    Codes & international associations websites:A Beginner's Guide to Structural Engineering

    International Organization for Standardization ISO

    EuroCode

    AISC American Institute Of Steel Construction

    IBC CODE

    AWS CODE American National Standard

    RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS

    ASEC American Society of Civil Engineers

    ACI American Concrete Institute

    International Code Council

    AASHT Association of State Highway and Transportation Officials

    California Seismic Safety Commission

    ASME American Society of Mechanical Engineers

    USACE United States Army Corps of Engineers

    NBC2005-CANADIAN CODE- NATIONAL RESEARCH CONCIL CANADA

    FEMA Federal Emergency Management Agency

    NEHRP National Earthquake Hazards Reduction Program

    The National Institute of Building SciencesAWC American Wood Council

    AWWA CODE American Water Works Association

    ANSI code American National Standards Institute

    American Iron and Steel Institute

    Steel Deck Institute

    The Steel Joist Institute

    CCFSS The Center for Cold-Formed Steel Structures

    AREMA CODE American Railway Engineering and Maintenance-of-Way Association

    structural engineers association

    www.seaint.org

    SEAOC Structural Engineers Association of California

    ATC Applied Technology Council

    Structural Engineers Association of California

    FHWA The Federal Highway Administration

    NCMA The National Concrete Masonry Association

    ASME American Society of Mechanical Engineers

    The Council on Tall Buildings and Urban Habitat

    *******Earthquakes data sites:**************************************

    The Consortium of Organizations for Strong-Motion Observation Systems

    El Centro 1940-05-19 04:36:41 UTC Plots

    Central United States Earthquake Consortium

    Earthquake Hazards Program

    European-Mediterranean Seismological Centre

    European-Mediterranean Observatories

    EGYPT National Research Institute of Astronomy and Geophysics (NRIAG)

    The Global Seismic Hazard Assessment Program (GSHAP) for PGA

    Egypt PGA

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    (NOAA's National Weather Service)Pacific Tsunami Warning Center

    Richter magnitude scale

    OpenSHA is an open-source,Java-based platform for conducting Seismic Hazard Analysis (SH

    The Earthquake Engineering Research Institute

    Pacific Earthquake Engineering Research Center, U.C. Berkeley PEER

    Earthquake Engineering Research Institute EERI

    Center for Engineering Strong Motion Data USGS

    Network for Earthquake Engineering Simulation (NEES)

    The Pacific Northwest Seismic Network

    Geotechnical Earthquake Engineering Portal

    *****National Hurricane Center:*****************************************

    US National Hurricane Center

    *****Bookstore websites:************************************************

    McGraw-Hill

    John Wiley & Sons

    *****Useful websites:************************************************

    xls design sheets

    download projects dwg + models

    A Beginner's Guide to Structural Engineering

    anything related to steel

    www.modernsteel.com

    unit convertlearning website

    learning website

    engineering videos

    A collection of online learning in all different subjects (Videos + Books)

    for ppt files

    learning wedsite

    learning web site

    unit convert

    constructiondetails.us.cype.com

    www.aboutcivil.com

    www.books-by-isbn.com

    http://rapidlibrary.com/

    http://skyscraperpage.com/

    www.tallestbuildingintheworld.com

    http://www.modernsteel.com/http://www.aboutcivil.com/http://www.books-by-isbn.com/http://rapidlibrary.com/http://skyscraperpage.com/http://www.tallestbuildingintheworld.com/http://www.tallestbuildingintheworld.com/http://skyscraperpage.com/http://rapidlibrary.com/http://www.books-by-isbn.com/http://www.aboutcivil.com/http://www.modernsteel.com/
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    www.bgstructuralengineering.com

    www.iso.org

    www.eurocode.info

    www.aisc.org

    www.internationalcodes.net

    www.aws.org

    www.boltcouncil.org

    www.asce.org

    www.concrete.org

    www.iccsafe.org

    www.transportation.org

    www.seismic.ca.gov

    www.asme.org

    www.usace.army.mil

    www.nrc-cnrc.gc.ca

    www.fema.gov

    www.nehrp.gov

    www.nibs.orgwww.awc.org

    www.awwa.org

    www.ansi.org

    www.steel.org

    www.sdi.org

    http://steeljoist.org/

    www.ccfssonline.org

    www.arema.org

    www.seaintarchive.org/group/seaint/

    www.seaint.org

    www.seaoc.org/

    www.atcouncil.org

    www.seaoc.org

    www.fhwa.dot.gov

    www.ncma.org

    www.asme.org

    www.ctbuh.org

    www.cosmos-eq.org/

    http://db.cosmos-eq.org/scripts/default.plx

    http://db.cosmos-eq.org/scripts/event.plx?evt=88

    www.cusec.org

    http://earthquake.usgs.gov/

    www.emsc-csem.org

    www.orfeus-eu.org/Links/euromed.html

    www.nriag.sci.eg

    www.seismo.ethz.ch/static/gshap/

    http://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gif

    http://www.bgstructuralengineering.com/http://www.iso.org/http://www.eurocode.info/http://www.aisc.org/http://www.internationalcodes.net/http://www.aws.org/http://www.boltcouncil.org/http://www.asce.org/http://www.concrete.org/http://www.iccsafe.org/http://www.transportation.org/http://www.seismic.ca.gov/http://www.asme.org/http://www.usace.army.mil/http://www.nrc-cnrc.gc.ca/http://www.fema.gov/http://www.nehrp.gov/http://www.nibs.org/http://www.awc.org/http://www.awwa.org/http://www.ansi.org/http://www.steel.org/http://www.sdi.org/http://steeljoist.org/http://www.ccfssonline.org/http://www.arema.org/http://www.seaintarchive.org/group/seaint/http://www.seaint.org/http://www.seaoc.org/http://www.atcouncil.org/http://www.seaoc.org/http://www.fhwa.dot.gov/http://www.ncma.org/http://www.asme.org/http://www.ctbuh.org/http://www.cosmos-eq.org/http://db.cosmos-eq.org/scripts/default.plxhttp://db.cosmos-eq.org/scripts/event.plx?evt=88http://www.cusec.org/http://earthquake.usgs.gov/http://www.emsc-csem.org/http://www.orfeus-eu.org/Links/euromed.htmlhttp://www.nriag.sci.eg/http://www.seismo.ethz.ch/static/gshap/http://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gifhttp://www.seismo.ethz.ch/static/gshap/relemr/emed-haz.gifhttp://www.seismo.ethz.ch/static/gshap/http://www.nriag.sci.eg/http://www.orfeus-eu.org/Links/euromed.htmlhttp://www.emsc-csem.org/http://earthquake.usgs.gov/http://www.cusec.org/http://db.cosmos-eq.org/scripts/event.plx?evt=88http://db.cosmos-eq.org/scripts/default.plxhttp://www.cosmos-eq.org/http://www.ctbuh.org/http://www.asme.org/http://www.ncma.org/http://www.fhwa.dot.gov/http://www.seaoc.org/http://www.atcouncil.org/http://www.seaoc.org/http://www.seaint.org/http://www.seaintarchive.org/group/seaint/http://www.arema.org/http://www.ccfssonline.org/http://steeljoist.org/http://www.sdi.org/http://www.steel.org/http://www.ansi.org/http://www.awwa.org/http://www.awc.org/http://www.nibs.org/http://www.nehrp.gov/http://www.fema.gov/http://www.nrc-cnrc.gc.ca/http://www.usace.army.mil/http://www.asme.org/http://www.seismic.ca.gov/http://www.transportation.org/http://www.iccsafe.org/http://www.concrete.org/http://www.asce.org/http://www.boltcouncil.org/http://www.aws.org/http://www.internationalcodes.net/http://www.aisc.org/http://www.eurocode.info/http://www.iso.org/http://www.bgstructuralengineering.com/
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    http://weather.gov/

    http://en.wikipedia.org/wiki/Richter_magnitude_scale

    www.opensha.org/

    www.eeri.org/index.php

    http://peer.berkeley.edu/

    www.eeri.org/

    www.strongmotioncenter.org/

    http://nees.org/

    www.pnsn.org

    http://earthquake.geoengineer.org/

    *****National Hurricane Center:*****

    ************************************

    http://www.nhc.noaa.gov/gtwo_atl.shtml

    *****Bookstore websites:*************

    ***********************************

    www.mhprofessional.com

    eu.wiley.com

    *****Useful websites:*************

    ***********************************

    www.excelcalcs.com

    www.sap2000.org

    www.bgstructuralengineering.com/

    www.steeltools.org

    www.modernsteel.com

    www.chapelsteel.comwww.online-tech-tips.com

    www.structsource.com

    www.engineeringvideos.net/

    www.onlineglobalgroup.com

    www.slideworld.org

    www.structsource.com

    www.theconstructor.org

    www.translatorscafe.com

    http://constructiondetails.us.cype.com/

    www.aboutcivil.com

    www.books-by-isbn.com

    http://rapidlibrary.com/

    http://skyscraperpage.com/

    www.tallestbuildingintheworld.com

    http://weather.gov/http://en.wikipedia.org/wiki/Richter_magnitude_scalehttp://www.opensha.org/http://www.eeri.org/index.phphttp://peer.berkeley.edu/http://www.eeri.org/http://www.strongmotioncenter.org/http://nees.org/http://www.pnsn.org/http://earthquake.geoengineer.org/http://www.nhc.noaa.gov/gtwo_atl.shtmlhttp://www.mhprofessional.com/http://www.excelcalcs.com/http://www.sap2000.org/http://www.bgstructuralengineering.com/http://www.steeltools.org/http://www.modernsteel.com/http://www.chapelsteel.com/http://www.online-tech-tips.com/http://www.structsource.com/http://www.engineeringvideos.net/http://www.onlineglobalgroup.com/http://www.slideworld.org/http://www.structsource.com/http://www.theconstructor.org/http://www.translatorscafe.com/http://constructiondetails.us.cype.com/http://www.aboutcivil.com/http://www.books-by-isbn.com/http://rapidlibrary.com/http://skyscraperpage.com/http://www.tallestbuildingintheworld.com/http://www.tallestbuildingintheworld.com/http://skyscraperpage.com/http://rapidlibrary.com/http://www.books-by-isbn.com/http://www.aboutcivil.com/http://constructiondetails.us.cype.com/http://www.translatorscafe.com/http://www.theconstructor.org/http://www.structsource.com/http://www.slideworld.org/http://www.onlineglobalgroup.com/http://www.engineeringvideos.net/http://www.structsource.com/http://www.online-tech-tips.com/http://www.chapelsteel.com/http://www.modernsteel.com/http://www.steeltools.org/http://www.bgstructuralengineering.com/http://www.sap2000.org/http://www.excelcalcs.com/http://www.mhprofessional.com/http://www.nhc.noaa.gov/gtwo_atl.shtmlhttp://earthquake.geoengineer.org/http://www.pnsn.org/http://nees.org/http://www.strongmotioncenter.org/http://www.eeri.org/http://peer.berkeley.edu/http://www.eeri.org/index.phphttp://www.opensha.org/http://en.wikipedia.org/wiki/Richter_magnitude_scalehttp://weather.gov/