We added additional load generators over time until we saw response times exceed one second on average 我們會繼續(xù)增加負(fù)載生成器的個數(shù),直到看到平均響應(yīng)時間超過1秒為止。
Construct the cwb along the alignment of the existing airport railway in tunnel form is not feasible as no additional loading is allowed on this tunnel 沿現(xiàn)有機(jī)場鐵路定線興建中環(huán)灣仔繞道以隧道形式興建并不可行,因為這條隧道不能承受額外的負(fù)荷。
The purpose is to determine the small deformation under additional loading under the given initial static stress field in the reference configuration , and the corresponding reverse question , to determine the initial stress distribution in a structure subjected to additional deformation under the external load 已知參考位形中的初始靜態(tài)應(yīng)力場,求在附加外力作用下相對于此位形的小變形運(yùn)動;以及相應(yīng)的反問題,即已知附加作用下的變形運(yùn)動,求初應(yīng)力。
In the active network circumstance , it is convenient to collect the measurement data and constraint information , and organize the measurement task because of its programmable and cooperative capablility . by distribute the computing task to the cooperative nodes , it can decrease the network additional load heavily in terms of bandwidth and resources and makes network tomography easy to apply . finally , we demonstrate its performance using extensive 本文提出了一種基于主動網(wǎng)的約束網(wǎng)絡(luò)層析成像測量框架,它充分利用主動網(wǎng)主動性、移動性和協(xié)作性的優(yōu)點(diǎn),不僅能夠合理地組織端到端的測量任務(wù),也能夠智能地收集約束信息和測量信息,通過分發(fā)計算任務(wù)到各個協(xié)作節(jié)點(diǎn),減少引入的網(wǎng)絡(luò)負(fù)載流量,為約束最優(yōu)化估計算法提供了有效應(yīng)用的基礎(chǔ)和切實(shí)可行的測量方案。
This paper analyzes the feasibility and theory evidence as additional load according to code for seismic design of buildings and load code for the design of building structures . the paper puts forward a kind of predigest account method aiming at these problems by the feasibility analyzes of the gabled frames as additional load and defining a magnified coefficient through analyzing the level earthquake force at the floor of this building according to the code for earthquake this force is in the total building and the gabled frames as additional load multiply a certain magnified coefficient 本文針對目前出現(xiàn)的問題,參照建筑抗震設(shè)計規(guī)范和建筑荷載規(guī)范通過對上部結(jié)構(gòu)作為附加荷載的可行性分析,分析整體計算樓層的底部水平地震力和把加層部分作為附加荷載乘以放大系數(shù)來計算樓層的底部水平地震力,當(dāng)兩者相等或接近時,即可確定放大系數(shù),從而提出簡化計算方法。