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overstrength相关的网络例句

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与 overstrength 相关的网络例句 [注:此内容来源于网络,仅供参考]

Overstrength factors of reinforced concrete frames are studied under different design parameters based on seismic design code.

结合我国建筑抗震设计规范,研究不同设计条件下R.C框架结构的超强系数,然后乘以设计地震作用确定结构的实际强度。

The structural influencing coefficient includes ductility reduction factor and overstrength factor.

结构影响系数主要包括延性折减系数和超强系数。

The structural influencing coefficient includes ductility reduction factor and overstrength factor.

提要]结构影响系数主要包括延性折减系数和超强系数。

On the basis of summarizing the R-μ-T relation and overstrength effect in seismic design of RC structures, the different methods of "capacity design" measures in Chinese code and several influential foreign codes are compared, then problems existing in the seismic design of Chinese RC frame structures is put forward.

3在总结R-μ-T关系和结构超强效应研究成果的基础上,对比分析了我国建筑抗震设计规范及国外有影响的几本抗震规范&能力设计&的实施方案,提出了我国规范在对钢筋混凝土框架结构的抗震设计思路中存在的理论上的不合理之处。

Keywords:moment-resisting steel frames; structural influencing coefficient; ductility; overstrength; inelastic time history analysis

关键词]抗弯钢框架;结构影响系数;延性;超强;弹塑性时程分析方法

It is suggested to reduce earthquake actions, that is to say, R=3.5. According to statistical processing and analysis of 23 examples, variation regularities of structural coefficient, ductility coefficient, overstrength coefficient and displacement amplification coefficient are acquired.

通过对23组算例统计分析,研究层数、跨度、竖向恒载和跨数对结构影响系数、延性系数、超强系数以及位移放大系数的影响规律。

Involving effects of the number of stores and spans on structural ductility and overstrength capability, the structural influencing coefficient values are determined for moment-resisting steel frames under the action of the typical seismic wave.

考虑了结构层数、跨数等对结构延性和超强能力的影响,给出了在典型地震波作用下的各结构的结构影响系数值。

Three ductility degrees and corresponding force modification factors for different structure types are suggested in foreign seismic codes,and take into account overstrength factor varied.

国外多数抗震设计规范对各种类型结构建议了3档延性等级和地震力调节系数的可选择方案,并考虑了不同程度的超强,通过对我国9度区3跨6层钢筋混凝土框架结构进行的非线性动力反应分析,结果表明,赋予不同屈服水准的框架结构具有相近的超强水准。

Account overstrength coefficient which varies from structure type,ductility degree and degree of statical indeterminacy,and suggest smaller overstrength coefficient for these systems which have lesser degree of statical indeterminacy.

根据结构类型、延性等级以及结构的超静定次数的不同考虑了不同程度的超强,并对超静定次数偏少的结构采用偏低的地震力降低系数。

Three ductility degree s and corresponding force modification factors for different structure types are suggested in foreign seismic codes,and take into account overstrength factor varied.

国外多数抗震设计规范对各种类型结构建议了3档延性等级和地震力调节系数的可选择方案,并考虑了不同程度的超强,通过对我国9度区3跨6层钢筋混凝土框架结构进行的非线性动力反应分析,结果表明,赋予不同屈服水准的框架结构具有相近的超强水准。

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