夹层结构计算书

夹层结构计算书

目录

1设计依据........................................................................3

2软件信息........................................................................3

3结构信息........................................................................3

3.1总体信息..................................................................3

3.2几何信息..................................................................4

3.3计算参数.................................................................10

3.4设计参数.................................................................10

4计算简图.......................................................................11

5材料信息.......................................................................11

5.1材料特性.................................................................12

5.2材料统计.................................................................12

6荷载与组合.....................................................................12

6.1工况信息.................................................................12

6.2荷载信息.................................................................13

6.3荷载组合.................................................................15

7周期与振型.....................................................................15

7.1周期与质量参与系数......................................................15

8线性计算结果...................................................................15

8.1线性反力.................................................................16

8.2线性内力.................................................................18

8.3线性位移.................................................................24

9验算结果.......................................................................26

9.1杆件应力比限值分布图....................................................26

9.2杆件应力比分布图........................................................27

9.3杆件验算结果云图........................................................28

1设计依据

《工程结构通用规范》(GB55001-2021)

《钢结构设计标准》(GB50017-2017)

《钢结构通用规范》(GB55006-2021)

《建筑结构荷载规范》(GB50009-2012)

《建筑抗震设计规范》(GB50011-2010)(2016年版)

《建筑与市政工程抗震通用规范》(GB55002-2021)

《建筑地基基础设计规范》(GB50007-2011)

《建筑结构可靠性设计统一标准》(GB50068-2018)

《钢管混凝土结构技术规范》(GB50936-2014)

《钢管混凝土结构设计规程》(CECS28:2012)

《矩形钢管混凝土结构技术规程》(CECS159-2004)

《钢结构焊接规范》(GB50661-2011)

《钢结构高强度螺栓连接技术规程》(JGJ82-2011)

2软件信息

3D3SDesign2022.1（上海同磊土木工程技术有限公司）

3结构信息

3.1总体信息

节点总数63

支座总数6

单元总数100

材料种类2

截面种类4

荷载工况2

3.2几何信息

节点编号图(整体)

节点信息表

节点号X坐标(用)y坐标(m)z坐标(m)备注节点号x坐标(m)y坐标(m)z坐标(m)备注

14.6772.9190.00027.8972.919-2.400支座1

34.6773.8190.00047.8973.819-2.400支座1

50.8563.6180.00061.9133.9190.000支座1

70.3383.0430.00080.1242.4680.000

90.1051.8940.000100.1050.1690.000支座1

114.6772.8190.000128.0472.8190.000

137.4860.1690.000147.4862.8190.000

156.9240.1690.000166.9242.8190.000

176.3620.1690.000186.3622.8190.000

195.8010.1690.000205.8012.8190.000

215.2390.1690.000225.2392.8190.000

230.1050.7440.000244.6770.7440.000

250.1051.3190.000264.6771.3190.000

274.6771.8940.000284.6772.4680.000

294.6773.0430.000304.6772.2090.000

318.0472.2090.000322.6773.9190.000

332.6770.1690.000344.6773.6180.000

358.0473.9190.000支座1368.0470.1690.000支座1

374.6773.9190.000384.6770.1690.000

391.7683.6180.000401.4913.0430.000

411.2142.4680.000420.9371.8940.000

430.6591.3190.000440.3820.7440.000

452.6773.6180.000462.6773.0430.000

472.6772.4680.000482.6771.8940.000

492.6771.3190.000502.6770.7440.000

515.2392.2090.000525.8012.2090.000

536.3622.2090.000546.9242.2090.000

557.4862.2090.000565.3213.819-0.480

575.9653.819-0.960586.6093.819-1.440

597.2533.819-1.920605.3212.919-0.480

615.9652.919-0.960626.6092.919-1.440

637.2532.919-1.920

单元编号图（整体）

单元信息表（注：等肢角钢的2、3轴分别对应u、v轴）

单

截面名称材料长度面积绕2轴惯性绕3轴惯性绕2釉绕3轴i节点j节

元

名称（m）W）矩矩计算长计算长释放点释

号

（X1OW）（X10W）度系数度系数放

1[14aQ235B0.8031851.00564.0053.201.2451.000R1R2R3——

2[14aQ235B0.8031851.00564.0053.201.2451.000R1R2R3——

3矩Q235B1.0991216.0072.20162.571.0001.000————

100x60x4x4

4矩Q235B0.7741216.0072.20162.571.0001.000———

100x60x4x4

5矩Q235B0.6141216.0072.20162.571.0001.000————

100x60x4x4

6矩Q235B0.5751216.0072.20162.571.0003.998————

100x60x4x4

7HN250X125Q355B0.7643696.00294.003960.001.0008.028————

8HN250X125Q355B2.0003696.00294.003960.001.0003.067———

9HN250X125Q355B3.3703696.00294.003960.001.0001.820————

10HN250X125Q355B2.5723696.00294.003960.001.0003.088————

11HN250X125Q355B2.0003696.00294.003960.001.0003.971————

12HN250X125Q355B0.5623696.00294.003960.001.00014.141————

13HN250X125Q355B0.5623696.00294.003960.001.00014.141————

14HN250X125Q355B0.5623696.00294.003960.001.00014.141————

15HN250X125Q355B0.5623696.00294.003960.001.00014.141————

16HN250X125Q355B0.5623696.00294.003960.001.00014.141———

17HN250X125Q355B0.5623696.00294.003960.001.00014.141————

18HN250X125Q355B0.1003696.00294.003960.001.0001.000————

19HN250X125Q355B0.2003696.00294.003960.001.0004.492————

20HN250X125Q355B0.5753696.00294.003960.001.0001.565————

21HN250X125Q355B0.1253696.00294.003960.001.0007.217————

22HN250X125Q355B0.1003696.00294.003960.001.00027.499————

23HN250X125Q355B0.3503696.00294.003960.001.0007.852————

24HN250X125Q355B0.2603696.00294.003960.001.00010.585————

25HN250X125Q355B0.3153696.00294.003960.001.0008.726————

26HN250X125Q355B0.5753696.00294.003960.001.0004.783————

27HN250X125Q355B0.5753696.00294.003960.001.0004.783————

28HN250X125Q355B0.5753696.00294.003960.001.0004.783————

29矩Q235B1.1001856.00416.73416.731.0003.409———

120x120x4x4

30矩Q235B0.6101856.00416.73416.731.0006.148————

120x120x4x4

31矩Q235B2.0401856.00416.73416.731.0001.838———

120x120x4x4

32HN250X125Q355B0.3343696.00294.003960.001.00012.480————

33HN250X125Q355B0.6383696.00294.003960.001.0006.523————

34HN250X125Q355B0.6383696.00294.003960.001.0006.523———

35HN250X125Q355B0.6383696.00294.003960.001.0006.523————

36HN250X125Q355B0.6383696.00294.003960.001.0006.523————

37HN250X125Q355B0.6383696.00294.003960.001.0006.523————

38HN250X125Q355B0.6383696.00294.003960.001.0006.523————

39矩Q235B0.9121216.0072.20162.571.0004.188————

100x60x4x4

40矩Q235B0.9091216.0072.20162.571.0004.204———

100x60x4x4

41矩Q235B2.0001216.0072.20162.571.0001.911————

100x60x4x4

42矩Q235B0.3001856.00416.73416.731.00012.480———

120x120x4x4

43矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

44矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

45矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

46矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

47矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

48矩Q235B0.5751856.00416.73416.731.0006.523————

120x120x4x4

49矩Q235B0.5621856.00416.73416.731.0006.000————

120x120x4x4

50矩Q235B0.5621856.00416.73416.731.0006.000————

120x120x4x4

51矩Q235B0.5621856.00416.73416.731.0006.000————

120x120x4x4

52矩Q235B0.5621856.00416.73416.731.0006.000————

120x120x4x4

53矩Q235B0.5621856.00416.73416.731.0006.000————

120x120x4x4

54矩Q235B0.5621856.00416.73416.731.0006.000———

120x120x4x4

55矩Q235B1.1531216.0072.20162.571.0003.764———

100x60x4x4

56矩Q235B1.1861216.0072.20162.571.0003.658———

100x60x4x4

57矩Q235B2.0001216.0072.20162.571.0002.170————

100x60x4x4

58矩Q235B1.0901216.0072.20162.571.0004.177————

100x60x4x4

59矩Q235B1.4631216.0072.20162.571.0003.112————

100x60x4x4

60矩Q235B2.0001216.0072.20162.571.0002.277————

100x60x4x4

61矩Q235B0.8321216.0072.20162.571.0005.498————

100x60x4x4

62矩Q235B1.7411216.0072.20162.571.0002.627————

100x60x4x4

63矩Q235B2.0001216.0072.20162.571.0002.286————

100x60x4x4

64矩Q235B0.5541216.0072.20162.571.0008.247————

100x60x4x4

65矩Q235B2.0181216.0072.20162.571.0002.266———

100x60x4x4

66矩Q235B2.0001216.0072.20162.571.0002.286————

100x60x4x4

67矩Q235B0.2771216.0072.20162.571.00016.493————

100x60x4x4

68矩Q235B2.2951216.0072.20162.571.0001.992————

100x60x4x4

69矩Q235B2.0001216.0072.20162.571.0002.286————

100x60x4x4

70矩Q235B2.0401216.0072.20162.571.0001.299———

100x60x4x4

71矩Q235B0.6101216.0072.20162.571.0004.344————

100x60x4x4

72矩Q235B2.0401216.0072.20162.571.0001.299————

100x60x4x4

73矩Q235B0.6101216.0072.20162.571.0004.344————

100x60x4x4

71矩Q235B2.0101216.0072.20162.571.0001.299————

100x60x4x4

75矩Q235B0.6101216.0072.20162.571.0004.344———

100x60x4x4

76矩Q235B2.0101216.0072.20162.571.0001.299————

100x60x4x4

77矩Q235B0.6101216.0072.20162.571.0004.344———

100x60x4x4

78矩Q235B2.0401216.0072.20162.571.0001.299————

100x60x4x4

79矩Q235B0.6101216.0072.20162.571.0004.344———

100x60x4x4

80矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

81矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

82矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

83矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

84矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

85矩Q235B0.5621216.0072.20162.571.0006.000————

100x60x4x4

86矩Q235B0.5751216.0072.20162.571.0004.001————

100x60x4x4

87矩Q235B0.5751216.0072.20162.571.0004.001————

100x60x4x4

88矩Q235B0.5751216.0072.20162.571.0004.001———

100x60x4x4

89[14aQ235B0.8031851.00564.0053.201.2451.000————

90[14aQ235B0.8031851.00564.0053.201.2451.000————

91[14aQ235B0.8031851.00564.0053.201.2451.000————

92[14aQ235B0.8031851.00564.0053.201.2451.000——R2R3

93[14aQ235B0.8031851.00564.0053.201.2451.000————

94[14aQ235B0.8031851.00564.0053.201.2451.000———

95[14aQ235B0.8031851.00564.0053.201.2451.000————

96[14aQ235B0.8031851.00564.0053.201.2451.000——R2R3

97矩Q235B0.9001216.0072.20162.571.0001.000————

100x60x4x4

98矩Q235B0.9001216.0072.20162.571.0001.000————

100x60x4x4

99矩Q235B0.9001216.0072.20162.571.0001.000———

100x60x4x4

100矩Q235B0.9001216.0072.20162.571.0001.000——

100x60x4x4

截面编号图(整体)

截面信息表

截面编号截面类型截面名称构件总数

1轧制H型钢HN250X12529

2矩形管截面矩120x120x4x416

3矩形管截面矩100x60x4x445

4普通槽钢[14a10

3.3计算参数

(1)动力特性计算

计算振型数：9

振型类型：特征向量

(2)线性计算

梁单元属性：考虑剪切效应(铁木辛哥梁)

梁抗扭惯性矩：自由扭转惯性矩

考虑P-△/二阶效应：否

3.4设计参数

结构重要性系数：1.000

支撑临界角：15.000°

抗震等级

结构类型抗震等级构造措施的抗震等级

钢框架三级三级

注：此处为整体抗震等级，若部分构件单独定义了抗震等级请注意检查。

4计算简图

计算简图（整体）

注：蓝色单元为普通单元，绿色单元为连接单元，绿色实心圆为支座，黄色实心圆为主从节点的主节点

支座信息表（单位：刚度：kN/mmkN*mm/rad位移：mmrad）

支座类型平动1平动2平动3转动R1转动R2转动R3

1刚性刚性刚性无无无

5材料信息

5.1材料特性

名称材料弹性模量(kN/mm2)泊松比线膨胀系数设计强度(MPa)质量密度(kg/mm3)

Q235B-1Q235206.0000.3001.20e-05按规范7.85e-06

Q355B-1Q355206.0000.3001.20e-05按规范7.85e-06

5.2材料统计

材料统计图

■轧制H型钢

■普通槽钢

■矩形管截面

材料类型

钢汇总表

序号截面材性数量长度(m)重量(kg)

1[14aQ235B-1108.032116.707

2矩100x60x4x4Q235B-14551.437490.999

3矩120x120x4x4Q235B-11610.870158.372

4HN250X125Q355B-12921.990638.000

100根92.329m1404kg

6荷载与组合

6.1工况信息

序号工况号荷载类型自重系数荷载说明

10恒1

21活0

6.2荷载信息

（1）杆件导荷载列表（力：kN；分布力：kN/m；弯矩：kN.m；分布弯矩：kN.m/m）

序号荷载类型工况导荷方式体型系数面荷载值（基本风压）

1恒0双向杆件1.000

2活1双向杆件2.500

6.2.1恒荷载

6.2.1.1恒荷载0

（1）恒荷载0杆件导荷载

杆件荷教表

序号导荷方式面荷载值kN/m2不均匀分布

1双向杆件1.000否

恒荷载工况0杆件导荷载分布图（整体）

6.2.2活荷载

6.2.2.1活荷载1

⑴活荷载1杆件导荷载

杆件荷载表

序号导荷方式面荷载值kN/m2不均匀分布

1双向杆件2.500否

活荷载工况1杆件导荷载分布图(整体)

6.2.3地震作用

计算依据：《建筑抗震设计规范》(GB50011-2010)(2016年版)

地震烈度：6度0.05g

场地类别：H类

设计地震分组：第一组

特征周期值(s)：0.35

多遇水平地震影响系数最大值：0.04

罕遇水平地震影响系数最大值：0.28

计算振型数：9

结构阻尼比：0.04

周期折减系数：1

按双向地震作用考虑耦联：否

振型组合方法：CQC

计算竖向地震作用：否

质量源：

恒载(工况0)*1.00+活(工况1)一活*0.50

6.3荷载组合

(1)1.300恒载+1.50活载1

(2)1.300恒载+1.30x0.50活载1+1.400水平地震

(3)1.000恒载+1.00x0.50活载1+1.400水平地震

7周期与振型

7.1周期与质量参与系数

振型周期(s)X向质量参与系数Y向质量参与系数Z向质量参与系数

10.2000.710%0.676%51.665%

20.1670.135%58.371%0.498%

30.1570.004%0.004%3.041%

40.1200.062%2.325%0.060%

50.1150.419%0.069%0.384%

60.0983.076%0.003%2.193%

70.0982.584%0.002%21.111%

80.0870.400%0.000%0.052%

90.07223.328%0.387%0.075%

合计30.717%61.838%79.080%

8线性计算结果

8.1线性反力

支座节点编号图（整体）

8.1.1最不利反力

线性组合最不利反力表（标准值）（单位：kN、kN.m）

节点号控制组合号组合序号N1N2N3MlM2M3

36N1最大113.757-1.59219.7590.0000.0000.000

36N2最大242.294-0.65313.5610.0000.0000.000

36N3最大113.757-1.59219.7590.0000.0000.000

36Ml最大113.757-1.59219.7590.0000.0000.000

36M2最大113.757-1.59219.7590.0000.0000.000

36M3最大113.757-1.59219.7590.0000.0000.000

36合力最大113.757-1.59219.7590.0000.0000.000

36N1坡小242.294-0.65313.5610.0000.0000.000

36N2最小113.757-1.59219.7590.0000.0000.000

36N3最小212.471-1.05613.4270.0000.0000.000

36Ml最小113.757-1.59219.7590.0000.0000.000

36M2最小113.757-1.59219.7590.0000.0000.000

36M3最小113.757-1.59219.7590.0000.0000.000

35N1最大240.6431.1783.2680.0000.0000.000

35N2最大110.4371.2344.5700.0000.0000.000

35N3最大110.4371.2344.5700.0000.0000.000

35Ml最大110.4371.2344.5700.0000.0000.000

35M2最大110.4371.2344.5700.0000.0000.000

35M3最大110.4371.2344.5700.0000.0000.000

35合力最大110.4371.2344.5700.0000.0000.000

35N1最小230.2460.5083.2830.0000.0000.000

35N2最小230.2460.5083.2830.0000.0000.000

35N3最小220.5600.8803.2420.0000.0000.000

35Ml最小110.4371.2344.5700.0000.0000.000

35M2最小110.4371.2344.5700.0000.0000.000

35M3最小110.4371.2344.5700.0000.000