本規(guī)程主要技術(shù)內(nèi)容是:總則、術(shù)語(yǔ)和符號(hào)、基本規(guī)定、地震作用與作用效應(yīng)計(jì)算、消能器的技術(shù)性能、消能減震結(jié)構(gòu)設(shè)計(jì)、消能部件的連接與構(gòu)造、消能部件的施工、驗(yàn)收和維護(hù)。

1 總則······11

2 術(shù)語(yǔ)和符號(hào)······12

2.1 術(shù)語(yǔ)······12

2.2 符號(hào)······14

3 基本規(guī)定······15

3.1 一般要求······15

3.2 消能器要求······16

3.3 結(jié)構(gòu)分析······16

3.4 連接與節(jié)點(diǎn)······17

3.5 消能部件材料與施工······17

3.6 耐久性規(guī)定······18

4 地震作用與作用效應(yīng)計(jì)算······19

4.1 一般規(guī)定······19

4.2 水平地震作用計(jì)算······23

4.3 豎向地震作用計(jì)算······28

4.4 地震作用組合的效應(yīng)······29

5 消能器的技術(shù)性能······31

5.1 一般要求······31

5.2 位移相關(guān)型消能器······32

5.3 速度相關(guān)型消能器······36

5.4 屈曲約束支撐······40

5.5 復(fù)合型消能器······42

5.6 消能器性能檢驗(yàn)與性能參數(shù)確定······42

6 消能減震結(jié)構(gòu)設(shè)計(jì)······45

6.1 一般規(guī)定······45

6.2 消能部件布置原則······45

6.3 消能部件設(shè)計(jì)及附加阻尼比······46

6.4 主體結(jié)構(gòu)設(shè)計(jì)······49

6.5 消能減震結(jié)構(gòu)抗震性能化設(shè)計(jì)······50

7 消能部件的連接與構(gòu)造······53

7.1 一般規(guī)定······53

7.2 預(yù)埋件計(jì)算······53

7.3 支撐和支墩、剪力墻計(jì)算······54

7.4 節(jié)點(diǎn)板計(jì)算······54

7.5 消能器與結(jié)構(gòu)連接的構(gòu)造要求······57

8 消能部件的施工、驗(yàn)收和維護(hù)······58

8.1 一般規(guī)定······58

8.2 消能部件進(jìn)場(chǎng)驗(yàn)收······58

8.3 消能部件的施工安裝順序······59

8.4 施工測(cè)量和消能部件的安裝、校正······60

8.5 消能部件安裝的焊接和緊固件連接······60

8.6 施工安全和施工質(zhì)量驗(yàn)收······61

8.7 消能部件的維護(hù)······62

本規(guī)程用詞說(shuō)明······64

引用標(biāo)準(zhǔn)名錄······65

附:條文說(shuō)明······66

1 總則······70

2 術(shù)語(yǔ)和符號(hào)······73

2.1 術(shù)語(yǔ)······73

2.2 符號(hào)······73

3 基本規(guī)定······74

3.1 一般要求······74

3.2 消能器要求······81

3.3 結(jié)構(gòu)分析······82

3.4 連接與節(jié)點(diǎn)······87

3.5 消能部件材料與施工······88

3.6 耐久性規(guī)定······89

4 地震作用與作用效應(yīng)計(jì)算······90

4.1 一般規(guī)定······90

4.2 水平地震作用計(jì)算······92

4.3 豎向地震作用計(jì)算······93

4.4 地震作用組合的效應(yīng)······93

5 消能器的技術(shù)性能······95

5.1 一般要求······95

5.2 位移相關(guān)型消能器······96

5.3 速度相關(guān)型消能器······98

5.4 屈曲約束支撐······98

5.5 復(fù)合型消能器······101

5.6 消能器性能檢測(cè)與性能參數(shù)確定······101

6 消能減震結(jié)構(gòu)設(shè)計(jì)······103

6.1 一般規(guī)定······103

6.2 消能部件布置原則······104

6.3 消能部件設(shè)計(jì)及附加阻尼比······105

6.4 主體結(jié)構(gòu)設(shè)計(jì)······108

6.5 消能減震結(jié)構(gòu)抗震性能化設(shè)計(jì)······109

7 消能部件的連接與構(gòu)造······110

7.1 一般規(guī)定······110

7.2 預(yù)埋件計(jì)算······113

7.3 支撐和支墩、剪力墻計(jì)算······114

7.4 節(jié)點(diǎn)板計(jì)算······114

7.5 消能器與結(jié)構(gòu)連接的構(gòu)造要求······114

8 消能部件的施工、驗(yàn)收和維護(hù)······115

8.1 一般規(guī)定······115

8.2 消能部件進(jìn)場(chǎng)驗(yàn)收······117

8.3 消能部件的施工安裝順序······117

8.4 施工測(cè)量和消能部件的安裝、校正······119

8.5 消能部件安裝的焊接和緊固件連接······123

8.6 施工安全和施工質(zhì)量驗(yàn)收······123

8.7 消能部件的維護(hù)······123