前言

1　总则

2　术语和符号

• 2.1　术语

• 2.2　主要符号

3　基本规定

• 3.1　抗震设防

• 3.2　场地和地基基础

• 3.3　抗震结构体系

• 3.4　建筑形体及构件布置的规则性

• 3.5　结构分析

• 3.6　隔震与消能减震设计

4　场地类别与地震影响系数

• 4.1　场地分类

• 4.2　建筑地震影响系数

• 4.3　地震加速度时程

5　地基基础

• 5.1　天然地基和基础

• 5.2　液化和软弱土层地基

6　地震作用和结构抗震验算

• 6.1　一般规定

• 6.2　水平地震作用计算的底部剪力法

• 6.3　水平地震作用计算的振型分解反应谱法

• 6.4　竖向地震作用的计算

• 6.5　建筑结构抗震验算

7　多层和高层钢结构

• 7.1　一般规定

• 7.2　计算要点

• 7.3　抗震构造措施

8　多层和高层钢筋混凝土结构

• 8.1　一般规定

• 8.2　钢筋混凝土结构的承载力

• 8.3　钢筋混凝土框架结构的抗震构造措施

• 8.4　钢筋混凝土抗震墙结构的抗震构造措施

• 8.5　钢筋混凝土框架—抗震墙结构的构造措施

• 8.6　钢筋混凝土板柱—抗震墙结构的构造措施

• 8.7　钢筋混凝土筒体结构的构造措施

• 8.8　装配式混凝土结构

9　砌体结构

• 9.1　一般规定

• 9.2　计算要点

• 9.3　多层砖砌体房屋抗震构造措施

• 9.4　多层砌块房屋抗震构造措施

• 9.5　底部框架—抗震墙砌体房屋抗震构造措施

10　空旷房屋和大跨屋盖建筑

• 10.1　单层空旷房屋

• 10.2　大跨屋盖建筑

11　隔震和消能减震设计

• 11.1　一般规定

• 11.2　房屋隔震设计要点

• 11.3　房屋消能减震设计要点

12　建筑非结构构件和建筑附属设备

• 12.1　一般规定

• 12.2　基本计算要求

• 12.3　建筑非结构构件

• 12.4　建筑附属设备构件

附录A　山东省城镇抗震设防地震动峰值加速度分区表

附录B　推荐用于Ⅰ、Ⅱ、Ⅲ、Ⅳ类场地的设计地震动

附录C　Seed提出的液化判别简化法

附录D　高强混凝土结构抗震设计要求

附录E　预应力混凝土结构抗震设计要求

附录F　转换层结构的抗震设计要求

• F.1　矩形平面抗震墙结构框支层楼板设计要求

• F.2　筒体结构转换层抗震设计要求

附录G　配筋混凝土小型空心砌块抗震墙房屋抗震设计要求

• G.1　一般要求

• G.2　计算要点

附录H　隔震设计简化计算和砌体结构隔震措施

• H.1　隔震设计的简化计算

• H.2　砌体结构的隔震措施

本标准用词说明

引用标准目录

1　General provision

2　Term and Symbol

• 2.1　Term

• 2.2　Symbol

3　Basic Requirement

• 3.1　Seismic Requirement

• 3.2　Site and Foundation

• 3.3　Structural System

• 3.4　Regularity of Building Configuration and Structural Assembly

• 3.5　Structural Analysis

• 3.6　Isolation and Energy-Dissipation

4　Site Classification and Design Ground Motion

• 4.1　Site Category

• 4.2　Seismic Influence Factor

• 4.3　Time History of Earthquake Acceleration

5　Soil and Foundation

• 5.1　Foundations on Soil

• 5.2　Liquefaction and Soft Soil

6　Earthquake Action and Seismic Checking

• 6.1　General rule

• 6.2　Base Shear Method for Horizontal Earthquake Action

• 6.3　Mode-Superposition Response Spectrum Method for Horizontal Earthquake Action

• 6.4　Calculation for Vertical Earthquake Action

• 6.5　Seismic Checking of Building

7　Multi-Story and Tall Steel Building

• 7.1　General rule

• 7.2　Essential in Calculation

• 7.3　Details of Seismic Design

8　Multi-Story and Tall Reinforcement Concrete Building

• 8.1　General rule

• 8.2　Bearing Capacity of Reinforcement Concrete Building

• 8.3　Detail for Frame Structure

• 8.4　Detail for Wall Structure

• 8.5　Detail for Frame-Wall Structure

• 8.6　Detail for Slab-Column-Wall Structure

• 8.7　Detail for Tube Structure

• 8.8　Detail for Prefabricated Structure

9　Masonry Building

• 9.1　General rule

• 9.2　Essential in Calculation

• 9.3　Detail for Multi-Story Brick Building

• 9.4　Detail for Multi-Story Concrete Block Building

• 9.5　Detail for Multi-Story Buildings with R.C.Frames on Ground Floor

10　Spacious Buildings and Large-Span Building

• 10.1　Single-story Spacious Building

• 10.2　Large-Span Roof Building

11　Seismically Isolated and Energy-Dissipated Building

• 11.1　General rule

• 11.2　Essential in Design of Seismically Isolated Building

• 11.3　Essential in Design of Energy-Dissipated Building

12　Architectural Nonstructural Elements and Appurtenance

• 12.1　General rule

• 12.2　Essential in Calculation

• 12.3　Detail for Architectural Element

• 12.4　Detail for Architectural Appurtenance

Appendix A　Table of Earthquake Peak Accelerations of Ground Motion and Design Earthquake Groups of Main Cites in Shandong Province

Appendix B　Recommendation Design Ground Motion Sites Category Ⅰ（Ⅰ0，Ⅰ1），Ⅱ，Ⅲ，and Ⅳ

Appendix C　Simplified Method of Liquefaction Evaluation Developed by Seed

Appendix D　Requirement for Seismic Design of High Strength Concrete Structure

Appendix E　Requirement for Seismic Design of Prestressed Concrete Structure

Appendix F　Requirement for Seismic Design of the Transition-Story Structure

Appendix G　Seismic Design for R.C.Block Building

Appendix H　Simplified Calculation，General and Details for Seismically Isolated Masonry Structure

Explanation of Wording in This Code

List of Quoted Standard