最后还讨论了把设计地震反应谱转换成地震烈度的方法，给出了建议的转换方案。
Finally, a methodology converting response spectrum of design earthquake to seismic intensity is also discussed; and a conversion scheme is recommended.
建立了结构初始造价与设计烈度的关系，并提出了地震损失的估计方法。
The relation between the structural initial cost and the design intensity is established, and the method of estimating the earthquake loss is presented.
我国是一个地震高发地区，很多建筑都处在高烈度地区，因此建筑在地震作用下的结构安全是设计过程中非常重要的方面。
There are many buildings are built in high seismic region, so that the safety of structure under the force of earthquake is a very important point which must be considered in the designing.
目前，抗震设计已成为高地震烈度区修建特高拱坝的控制性技术难点。
At present, the earthquake-resistance design has become the key technical difficult point in the construction of extra-high arch Dam in the region with high earthquake intensity.
我国现行抗震设计规范中给出的反应谱依赖于两个参数，即地震烈度和场地土类别。
The response spectrum given by present design standards depends on two parameters, i. e. earthquake intensity and site classification.
采用耗能支撑钢筋混凝土框架结构设计了地处地震高烈度区的江苏新沂市某商业楼。
Energy dissipation braced frames are used to design a commercial mid tall building which located at strong earthquake zone in the Xingyi City, Jiangsu Province.
根据计算的各抗震设防烈度对应的地震作用及开裂荷载、屈服荷载设计出加载制度； 采用液压伺服装置进行低周反复荷载试验。
The loading process is designed on the basis of the cracking and yielding loads and earthquake action as calculated for seismic load of fortification intensity.
提出在抗震设计中运用地震动参数代替地震烈度来进行计算能更好地反映工程实际情况。
The authors put forward that it is maybe a better way to substitute the earthquake intensity by the parameters of earthquake ground motion in seismic design.
对于高烈度地震区大跨桥梁的设计推荐了一种全新的桥式方案——空腹式箱梁连续刚构，该结构是钢管桁架和预应力混凝土板的组合结构。
The author recommends a brand new long-span bridge structure in high intensity earthquake areas—consecutive box girder rigid frame bridge with hollow abdomen.
《中国地震烈度表》1999版的建筑物评判对象仅为未经抗震设计或加固的砖砌体房屋。
The evaluation object in the Chinese seismic Intensity Scale (1999) is merely the buildings which do not processed by seismic design, or not-reinforced masonry buildings.
在高烈度地震区，相邻框架梁跨度相差过大时，可以将短跨框架梁按照连梁设计。
In high seismic intensity zone, when the spans of adjacent frame beams have great difference, the short-span frame beam can be designed as coupling beam.
研究成果对高烈度地震区山岭隧道抗减震设计与施工具有一定的参考价值。
These results have a certain reference value for aseismic design and construction of mountain tunnels in strong earthquake area.
本文通过对于高烈度地震区大跨度连续刚构桥在罕遇地震下的抗震分析，提供了一种有效的延性设计方法。
Through seismic analysis of large span continuous rigid frame bridge in intense earthquake area under rarely strong earthquake, this paper offers an effective ductility design method.
本文通过对于高烈度地震区大跨度连续刚构桥在罕遇地震下的抗震分析，提供了一种有效的延性设计方法。
Through seismic analysis of large span continuous rigid frame bridge in intense earthquake area under rarely strong earthquake, this paper offers an effective ductility design method.
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