The principle of aseismic design of frame structure

The traditional method of the bridge design to resist earthquake is aseismic design.

对于地震作用，传统的桥梁结构设计采用的对策是抗震。

The seismic isolation design is a convenient and economical aseismic design method.

而隔震技术是一种简便、经济的工程抗震手段。

Aseismic Design of Middle and Primary Schools in High Intensity Earthquake Zones

高烈度地震区中小学教学楼耐震设计研究

Aseismic design code of oil and gas buried steel pipeline

输油（气）埋地钢质管道抗震设计规范

Random earthquake ground motion model and its parameter modification used in aseismic design

设计用随机地震动模型与参数的改进

Some Problems on Aseismic Design Code Response Spectrum for Bridges

关于桥梁抗震设计规范反应谱若干问题

Structure vibration control and aseismic design;

结构振动控制与抗震；

A Probability Based Method for Aseismic Design

基于概率的结构抗震设计方法

A Brief Discussion on the Basic Principle of Aseismic Design of Building Structures

试论建筑结构抗震设计的基本原则

A new aseismic design method of stand storage tank

立式储罐抗震设计新方法

Earthquake protection standard should be set up in bridge aseismic design.

桥梁抗震设计首先需要设定抗震设防标准。

Analysis of the aseismic design principle of brick concrete structures

砖混结构房屋抗震设防策略分析

Discussion on site assessment methods used in current aseismic design codes

我国现行抗震设计规范中场地评定方法的比较和评述

Researches on new methods of aseismic design of structures based on energy concept

基于结构能量分析的抗震设计新方法的研究

The aseismic design theory and method of building structure based on properties

建筑结构基于性能的抗震设计理论与方法

In design, the aseismic joint can't be set at the entrance of the stairway, and the concept design and the construction measure of the stairway and staircase should be strengthened in structural systems.

在设计中，防震缝不宜设在楼梯间的出入口门洞处，在不同的设计体系中都应加强楼梯和楼梯间结构的概念设计和构造措施。

The damage concentrated in stairway beams, stairway flight, the connection of stairway flight and rest platform, and the aseismic joint.

破坏主要集中在楼梯梁、梯段、段与休息平台的连接处、置在楼梯处的防震缝等。

The concept and ideology about the multiple flexible story control of aseismic structures are tentatively expounded in this paper.

本文初步阐述了抗震结构多柔性层控制的基本概念和思想。

Considering the fuzzy probabilities of the seismic damage levels, a macroscopic method is developed for aseismic structures.

然后，给出了单体结构地震破坏的宏观模糊概率分析方法；最后，提出了单体结构最优地震设防水准基于损伤性能的决策方法。

Time history analysis method was used to comparatively analyze on seismic response characteristics of aseismic structures and relevant shock absorption structures.

采用时程分析法对抗震结构和相应减震结构进行地震反应特性对比分析。