seismic analysis of 3d structureeng.sut.ac.th/ce/oldce/courseonline/430463/staad/eqk...staad.pro :...

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STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design กก 10 (Shear Wall) (Flat Plate) 6 m 6 m 6 m 6 m 6 m 4 m 6 m 6 m 6 m 6 m 6 m 6 m 6 m 4 m 6 m 6 m ก ก Space Seismic3D.std Meter Metric Ton Translation Repeat View From +Z X-Y 6 m 4 m กก

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Page 1: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 1

4 Seismic Analysis of 3D Structure

Shear Wall Design

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Plate) ���#��*)���������$*+ )�

6 m

6 m

6 m

6 m 6 m 4 m 6 m 6 m

6 m

6 m

6 m

6 m 6 m 4 m 6 m 6 m

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� )��ก�������#�� Meter ������� Metric Ton

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� ���#� ��� �# �) ����" #.##� View From +Z )��ก���� X-Y

� �����ก� 6 m �$ 4 m �����$* �) ��)�ก )��ก���)� �+ +������$*

Page 2: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 2

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Page 3: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 3

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� ก� Ctrl A )��ก ��)���!���#�

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Page 4: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 4

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� +������#���ก������� �+ ���!����� �)�ก+����� ���# �) )��ก��ก� Structure Diagrams… �) ��)�ก )��ก"�� Fill Plates/Solids/Surface

� �" #.##� View From +Y ��ก��� )��ก���� �& ������$*

Page 5: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 5

� )��ก #�$ Tools > Cut Section…

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� )��ก #�$ Tools > Cut Section… �)�ก*.4# Show All

Page 6: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 6

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From –X

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Page 7: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 7

� �)�ก*.4# Snap Node/Plate ����������$* ��!�� +2#�3�ก

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Page 8: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 8

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Page 9: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 9

� +������#�� *-�ก������� ��#.##� View From +Z �" Beam Cursor ��ก��� )��ก��!��"���

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Page 10: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 10

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Page 11: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 11

� )��ก #�$ Select > By All > All Geometry

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Page 12: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 12

� �*�� General > Load )��ก��ก� Definitions > Seismic Definition ���� ��� �& � �) ��)�ก*.4# Add…

� ���� Seismic Parameters )��ก#��7� IBC 2003 �����$*+ )�

� �)�ก*.4# Add ���� ��6��#���� ��� Self Weight

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Page 13: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 13

� �)�ก��ก� Load Cases Details ก�*.4# Add �� ��ก���,���ก���!.ก��ก��� EQK

LOAD Z �����$*

� �)�ก��ก� L 1 : EQK LOAD Z �)�ก*.4# Add )��ก��,���ก Seismic Load ก,���!�8! Z �)��9ก ���/ = 1 �����$* �) ��)�ก*.4# Add �#� �� Close

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ก,����������$*

Page 14: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 14

� �)�ก*.4# Add �) ��#� �� Close ��ก����� �� Load ��ก)� *-�

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Page 15: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 15

� )��ก��5� Assign To Selected Plates �) ��)�ก*.4# Assign

��ก�ก,��� �������ก����� �ก (Load Combination) �,�����������������ก������

���ก������ ���ก����� (Strength Design Method) ��,���ก���!.ก���#!�����" ���

U = 1.4D + 1.7L

U = 1.2D + 1.0E + 0.5L

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Page 16: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 16

� ��ก���,���ก���!.ก��ก)� *-�

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************************************************************ * IBC 2003 SEISMIC LOAD ALONG Z : * * CT = 0.020 Cu = 1.400 * * TIME PERIODS : * * Ta = 0.775 T = 1.171 Tuser = 0.000 * * TIME PERIOD USED (T) = 1.086 * * LOAD FACTOR = 1.000 * * DESIGN BASE SHEAR = 1.000 X 0.162 X 3555.88 * * = 577.83 MTON * ************************************************************

Page 17: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 17

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� �*!���� Node > Displacement �����$�)ก���ก���+���� �)�ก+�:����� ������# �) )��ก��ก� Labels…

� ���� ��!�����+'��# �) � )��ก�6� Scale �)�ก"�� Apply Immediately �) �*������ )+� ก)��"�� Displacement �� �2�ก���ก���"�� �������$*+ )�

Page 18: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 18

� �" Node Cursor �)�ก )��ก����#.#���.�+���� �����$��ก���ก������� Node Displacements !� �+�+��� ��

� �ก������ �� ∆∆∆∆ = 116 mm ���#���#�$ H = 40 m

Total Drift Index, ∆∆∆∆/H = 116 mm / 40 m = 1 / 345 < 1 / 200 OK

� �*�� Plate > Contour )� )��ก"��� Contour Line ��� Max Absolute

Page 19: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 19

� �##.���� Plate #64 ����������!�� �������!,ก���ก��� ��#�6����������������:�������� �ก��!� �+�

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Page 20: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 20

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Page 21: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

STAAD.Pro : 3D Seismic Design 4 - 21

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Page 22: Seismic Analysis of 3D Structureeng.sut.ac.th/ce/oldce/CourseOnline/430463/STAAD/EQK...STAAD.Pro : 3D Seismic Design 4 - 1 4 Seismic Analysis of 3D Structure Shear Wall Design ก

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============================================================================== SHEARWALL NO. : 1 DESIGN CODE : ACI 318-02 WIDTH : 19.69 FT FC : 3.41 KSI HEIGHT : 13.12 FT FY : 56.89 KSI THICKNESS : 7.87 IN CONC. COVER : 3.000 IN BOUNDARY ELEMENTS : NOT REQUIRED REINFORCING SUMMARY (REBAR SPACING/AREA UNITS: IN/IN^2) ============================================================================== LEVEL GOV.LOAD HORIZONTAL/ VERTICAL/ EDGE/ (FT) NO. FOR RATIO RATIO AREA/RATIO HOR./ (MIN. RATIO) (MIN. RATIO) (MIN. RATIO) VERT./ EDGE REBAR ----------------------------------------------------------------------------- 1.31 4/ # 3 @ 11.00/ # 3 @ 11.00/ 49 - # 3/ 5/ 0.00127 0.00127 5.390/ 0.00362 5 ( 0.00250) ( 0.00250) ( 0.00352) ----------------------------------------------------------------------------- 2.62 4/ # 3 @ 11.00/ # 3 @ 11.00/ 54 - # 3/ 5/ 0.00127 0.00127 5.940/ 0.00399 5 ( 0.00250) ( 0.00250) ( 0.00352) ----------------------------------------------------------------------------- 3.94 4/ # 3 @ 11.00/ # 3 @ 11.00/ 49 - # 3/ 5/ 0.00127 0.00127 5.390/ 0.00362 5 ( 0.00250) ( 0.00250) ( 0.00352) ----------------------------------------------------------------------------- 5.25 4/ # 3 @ 11.00/ # 3 @ 11.00/ 49 - # 3/ 5/ 0.00127 0.00127 5.390/ 0.00362 5 ( 0.00250) ( 0.00250) ( 0.00352) ----------------------------------------------------------------------------- 6.56 4/ # 3 @ 11.00/ # 3 @ 11.00/ 17 - # 5/ 5/ 0.00127 0.00127 5.270/ 0.00354 5 ( 0.00250) ( 0.00250) ( 0.00352) ----------------------------------------------------------------------------- 7.87 4/ # 3 @ 11.00/ # 3 @ 11.00/ 17 - # 5/ 5/ 0.00127 0.00127 5.270/ 0.00354 5 ( 0.00250) ( 0.00250) ( 0.00352) ----------------------------------------------------------------------------- 9.19 4/ # 3 @ 11.00/ # 3 @ 11.00/ 17 - # 5/ 5/ 0.00127 0.00127 5.270/ 0.00354 5 ( 0.00250) ( 0.00250) ( 0.00352) ----------------------------------------------------------------------------- 10.50 4/ # 3 @ 11.00/ # 3 @ 11.00/ 17 - # 5/ 5/ 0.00127 0.00127 5.270/ 0.00354 5 ( 0.00250) ( 0.00250) ( 0.00352) ----------------------------------------------------------------------------- 11.81 4/ # 3 @ 11.00/ # 3 @ 11.00/ 28 - # 4/ 5/ 0.00127 0.00127 5.600/ 0.00376 6 ( 0.00250) ( 0.00250) ( 0.00352) ----------------------------------------------------------------------------- NOTE : ALL HEIGHTS ARE IN LOCAL COORDINATE SYSTEM OF THE SURFACE. NUMBER OF REINFORCING LAYERS IN EACH DIRECTION : 2 HORIZONTAL AND VERTICAL REINFORCING IS PER LAYER. REINFORCING DISTRIBUTION BETWEEN LAYERS IS 50/50. CENTROID OF EDGE REBAR ASSUMED AT 0.8 WALL WIDTH FROM COMPRESSION EDGE. *) MIN. REINFORCING RATIO BASED ON ARTICLE 10.5.3. ==============================================================================