《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》

1 General principles

2 Terms and symbols

2.1 Terms

2.2 Symbols

3 Basic design stipulations

3.1 Design principles

3.2 Load and calculation of load effects

3.3 Material selection

3.4 Design indices

3.5 Provisions for deformation of structures and structural members

4 Calculation of flexural members

4.1 Strength

4.2 Overall stability

4.3 Local stability

4.4 Calculation of built-up girder with webs taking accout of post-buckling strength

5 Calculation of axially loaded members and members subjected to combined axial load and bending

5.1 Axially loaded members

5.2 Members subjected to combined axial load and bending

5.3 Effective length andallowable slenderness ratio

5.4 Local stability of compression members

6 Fatigue calculation

6.1 General stipulations

6.2Fatigue calculation

7 Calculation of connections

7.1 Welded connection

7.2 Fastener connection

7.3 Flange connection of built-up I-section

7.4 Beam-to-column rigid connection

7.5 Calculation of connected plates at joints

7.6 Supports

8 Detailing requirements

8.1 General stipulations

8.2 Welded connection

8.3 Bolted riveted connections

8.4 Structural members

8.5 Requirements for crane girders and crane trusses

8.6 Large span roof structures

8.7 Requirements for preventing brittle fracture under low temperature

8.8 Fabrication, transportation and erection

8.9 Protection and heat insulation

9 Plastic design

9.1 General stipulations

9.2 Calculation of members

9.3 Allowable slenderness ratio and detailing requirements

10 Steel tubular tructures

10.1 General stipulations

10.2 Detailiing requirements

10.3 Capacity of members and joints

11 Composite steel and concrete beams

11.1 General stipulations

11.2 Design of compolite beams

11.3 Calculation of shear connectors

11.4 Calculation of deflection

11.5 Detailing requirements

Appendix A Allowable deflection of structures of structural members

Appendix B Overall stability factor of beams

Appendix C Stability factor of axial compression memebers

Appendix D Effective length factor for columns

Appendix E Classification of memebers and connections for fatigue calculation

Appendix F Stability calculation of truss gusset plate subject to compressive force of the diagonalweb member

Explanation of wording in this Code 2100433B

General principles，Terms and symbols，Basic design stipulations，Calculation of flexural members，Calculation of axially loaded members and members subjected to combined axial load and bending

本手冊(cè)是《新編鋼結(jié)構(gòu)設(shè)計(jì)手冊(cè)》、《鋼結(jié)構(gòu)數(shù)據(jù)速查手冊(cè)》的配套用書，編寫本手冊(cè)的目的是為了讓鋼結(jié)構(gòu)設(shè)計(jì)人員能夠更全面地掌握GB50017-2003《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》與修訂前的GBJ17-1988的區(qū)別之處，從而為廣大技術(shù)人員提供方便?！”臼謨?cè)共分上下兩篇，上篇新舊鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范對(duì)照主要介紹新舊規(guī)范的條文并詳細(xì)講解區(qū)別之處及修改的依據(jù)；下篇鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范應(yīng)用——設(shè)計(jì)實(shí)例則通過(guò)典型的習(xí)題來(lái)分析對(duì)比新舊鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范的不同之處，通過(guò)實(shí)際的計(jì)算讓廣大技術(shù)人員更容易理解新舊鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范在設(shè)計(jì)中的區(qū)別?！”臼謨?cè)內(nèi)容全面實(shí)用，是從事鋼結(jié)構(gòu)設(shè)計(jì)、施工及質(zhì)量驗(yàn)收工作的工程技術(shù)人員的必備參考書。2100433B

基本信息

作 者： 崔佳 編 蕭正輝 譯

版　次： 1

頁(yè)　數(shù)： 346

裝　幀： 平裝

開(kāi)　本： 16開(kāi)

所屬分類： 圖書>建筑>標(biāo)準(zhǔn)和規(guī)范

內(nèi)容簡(jiǎn)介

《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范理解與應(yīng)用》介紹了《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》GB50017-2003中對(duì)材料、計(jì)算方法以及構(gòu)造要求等的理論和試驗(yàn)依據(jù)，力圖幫助讀者對(duì)新規(guī)范有比較系統(tǒng)、全面和清晰的理解。同時(shí)，還介紹了在實(shí)際工程中如何具體應(yīng)用規(guī)范條文，以及在應(yīng)用中應(yīng)注意的一些問(wèn)題。為適合廣大工程技術(shù)人員閱讀，《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范理解與應(yīng)用》在公式推導(dǎo)和規(guī)范修訂背景材料介紹中，較全面具體，但對(duì)繁瑣的數(shù)學(xué)、力學(xué)問(wèn)題未進(jìn)行詳細(xì)的敘述，只指明出處供讀者查閱。全書共分十一章，除第一、二章外，其余各章的編排及章名與規(guī)范正文相一致，以便對(duì)照閱讀?！朵摻Y(jié)構(gòu)設(shè)計(jì)規(guī)范理解與應(yīng)用》可供建筑結(jié)構(gòu)設(shè)計(jì)人員使用，也可供相關(guān)技術(shù)人員及高校師生學(xué)習(xí)、參考。2100433B