1) seismic potential
抗震潜力
1.
By comparison of various parameters,this paper is focused on study the seismic potential and seismic performance for composite bridge.
通过对各种参数的比较,研究地震作用下组合结构桥梁的抗震潜力及抗震性能。
2) thermal shock resistance
热震抗力
1.
The existence of the net in Al2O3/Nb interface was able to increase the thermal shock resistance of the joint considerably.
首次研究了在Ａｌ２Ｏ３／Ｎｂ的钎焊界面之间加入一层金属Ｍｏ网，可大幅度提高接头的热震抗力，经用Ｎｉ５１Ｔｉ４９钎料焊接后，７００℃淬水后的剩余强度达到了不加网的焊后强度，强度提高了１８０％以上，用Ｃｕ５２Ｎｉ１８Ｔｉ３０钎料焊接并加Ｍｏ网后，７００℃淬水后的剩余强度也提高了１３０％以上。
3) seismic capacity
抗震能力
1.
Ductility and seismic capacity of reinforced-block-masonry shear walls with confined boundary member;
设置边缘构件配筋砌块砌体剪力墙的抗震能力
2.
ANSYS/LS-DYNA explicit integration procedures simulation of the foundation gravel layer to improve the seismic capacity of buildings
碎石垫层地基对提高建筑物抗震能力的ANSYS/LS-DYNA显式积分程序模拟分析
3.
And the timber column and beam-adobe composite wall reinforced item are put forward according to local economic,in order to improve the seismic capacity of abode house without increasi.
通过对近几年来历次大地震中新疆村镇土坯房屋的震害总结,将此类结构在地震中易于受损的原因归结为构件强度不足、节点连接弱、结构体系稳定性差等原因,从中提出适合于当地经济发展的加固方案,提出了木柱、梁-土坯组合墙结构体系,其目的是在不增加或少增加造价的前提下,以简便易行的手段提高新疆土坯房屋结构的抗震能力。
4) earthquake resistance capacity
抗震能力
1.
From reinforcement work,formwork,concrete construction and masonry work quality questions of constructional RC column in masonry-concrete building are analyzed,at the same time corresponding improvement measures and suggestions are proposed in order to ensure the safety and integrity of structure to increase earthquake resistance capacity of structure.
从钢筋施工、模板施工、混凝土施工及砌体施工四方面分析了砖混结构中钢筋混凝土构造柱存在的质量问题,提出了改进措施及建议,以增强结构的安全性和整体性,充分发挥构造柱的抗震能力。
2.
Based on it, the idea that the earthquake resistance capacity for rural buildings are improved combining with the newly built houses is put forward.
结合我国各地区地震灾后的建筑物破坏情况,依照抗震鉴定标准和抗震设计规范的基本思想,对农村建筑从综合抗震能力作了综合抗震鉴定,并以此为基础提出了结合村镇建设改善农村建筑综合抗震能力的设想。
3.
In the investigation of rural dwelling houses in Shijiazhuang, the simplified standard structural models are established, the checking computation is carried out according to the national requirements of seismic design intensity and other parameters, and the earthquake resistance capacity of the houses analyzed.
通过对石家庄市村镇民房的调查 ,将其简化成若干种典型结构模型 ,按照国家相应抗震设防烈度等参数要求进行了抗震验算 ,对村镇民房的抗震能力现状进行了分析研究 ,并在此基础上对新建村镇房屋提出了建
5) aseismic capacity
抗震能力
1.
Some methods for evaluating aseismic capacity of building structures are reviewed, and some problems that still need to be solved are also pointed.
简要介绍影响建筑结构抗震能力的主要因素,重点评述目前建筑结构抗震能力评估的主要技术方法并指出其存在的问题,展望今后抗震能力评估技术的应用及发展趋势。
2.
A 1/18 scaled shaking table test was designed and conducted to investigate the aseismic capacity and the model frequency behavior of the structure,and the test also verified the calculation model and methods in the course of designing.
通过试验 ,研究了该结构在各级地震下的抗震能力和结构的自振特性 ,验证了结构设计所采用的计算方法和计算模型。
3.
The fortran language is used to compile a program for the computation of the aseismic capacity of spacious buildings under three intensities(6,7,8),and the relation between various factors for EDP for spacious buildings is constructed.
利用ＦＯＲＴＲＡＮ语言编制了空旷房屋在６，７，８三种地震烈度下的抗震能力计算程序，并在分析整理大量资料的基础上得到空旷房屋震害预测的因素关系图，最后结合上述二方面建立了空旷房屋在三种地震烈度下震害预测的人工智能辅助系统（ＳＰＥＤＰ）。
6) aseismic capability
抗震能力
1.
In spite of its so many merits, yet there still exists the suspicion of its aseismic capability.
但还存在着对其整体抗震能力的怀疑。
2.
On the basis of distinguishing features of their structure types and constructing techniques, aseismic behavior of ancient building structures is analyzed and some reference sug- gestions on improving aseismic capability ar.
根据古建筑在历次地震中的表现，研究了在不同强度的地震作用下古建筑的震害特性，从古建筑的构造型式和建筑施工技术的特点出发，对古建筑的抗震性能进行了分析，提出了提高其抗震能力的参考建议。
补充资料：抗震
①（建筑物、机器、仪表等）具有承受震动的性能。②对破坏性地震采取防御措施，尽量减轻生命财产的损失。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条