intermediate earthquake meaning in Chinese
中层地震
中深地震
中源地震
Examples
- ( c ) there are no plastic hinges in frames of 7 . 5 regions by intermediate earthquake action . and favorable general seismic capacity behaves in rare earthquake action . the whole structure forms a relatively exhaustive " beam - hinges plastic mechanism "
7度半框架在设防烈度地震作用下结构各个杆件均未出铰；在罕遇地震作用下仍然表现出了良好的总体抗震性能，整个结构形成了较为彻底的“梁铰机构” 。 - The three frames are category frame without upgrading seismic - measures and earthquake - design - level , category frame of higher seismic - measures and category frame of higher earthquake - design - level . then , the author carries out nonlinear dynamic analysis on three frames under intermediate earthquake action and rare earthquake action . the results show as follows : ( a ) the performance of the two category frames of higher seismic - measures or higher earthquake - design - level are much better than that of category frame ; ( b ) the earthquake - design - level of higher earthquake - design - level category frame is upgraded by 50 percent , which is a high limit that is adopted by foreign codes
结果表明：按照提高抗震措施等级设计的乙类建筑框架和按照提高地震力设计的乙类建筑框架在地震作用下的反应都明显好于仅按丙类建筑进行抗震设防的框架；提高设计地震力的乙类建筑框架的设计地震力提高幅度为50 % ，与国外重要建筑地震力提高幅度相比已经是一个上限水准，但分析结果仍然显示，这样设计出来的乙类建筑框架，无论是在中震还是在大震作用下，其表现出来的抗震性能都不及提高抗震措施等级的乙类建筑框架。 - It begins with designing two representative reinforced concrete public frames according to new codes in this paper , and carries out nonlinear dynamic analysis by inputting ground motions at the intensity of intermediate earthquake and rare earthquake actions . the slab - bars effect on yield strength of beams is involved in analysis
本文严格按照新规范设计了设防烈度分别为7度半、 8度半的两个民用建筑钢筋混凝土典型框架，然后分别对其进行了设防地震作用和罕遇地震作用下的非线性动力反应分析，并在分析中考虑了板筋作用对梁端屈服弯矩的影响。 - So , the method , that is , determining adjusting coefficient of moment capacity of column - to - beam according to actual reinforcement of beam , which have been adopted by framework of gradel intensity - category 8 and of grade 1 intensity - category 9 can effectively form advantageous energy - dissipation mechanism under intermediate earthquake and rare earthquake
因此， 9度一级和8度一级框架按梁端实配钢筋确定梁柱抗弯承载力级差系数的方法能较为有效的引导框架在中震及大震下形成有利的耗能机构。
Related Words
- national earthquake information center
- metastable intermediate
- intermediate condition
- alloy intermediate
- intermediate nucleus
- intermediate planning
- intermediate uveitis
- intermediate disc
- intermediate clearence
- intermediate relay
- intermediate drying
- intermediate duty fireclay brick
- intermediate echo suppressor
- intermediate ecies