NERVE 发表于 2025-3-21 17:47:31

书目名称Dynamics of Civil Structures, Volume 2影响因子(影响力)<br>        http://figure.impactfactor.cn/if/?ISSN=BK0284021<br><br>        <br><br>书目名称Dynamics of Civil Structures, Volume 2影响因子(影响力)学科排名<br>        http://figure.impactfactor.cn/ifr/?ISSN=BK0284021<br><br>        <br><br>书目名称Dynamics of Civil Structures, Volume 2网络公开度<br>        http://figure.impactfactor.cn/at/?ISSN=BK0284021<br><br>        <br><br>书目名称Dynamics of Civil Structures, Volume 2网络公开度学科排名<br>        http://figure.impactfactor.cn/atr/?ISSN=BK0284021<br><br>        <br><br>书目名称Dynamics of Civil Structures, Volume 2被引频次<br>        http://figure.impactfactor.cn/tc/?ISSN=BK0284021<br><br>        <br><br>书目名称Dynamics of Civil Structures, Volume 2被引频次学科排名<br>        http://figure.impactfactor.cn/tcr/?ISSN=BK0284021<br><br>        <br><br>书目名称Dynamics of Civil Structures, Volume 2年度引用<br>        http://figure.impactfactor.cn/ii/?ISSN=BK0284021<br><br>        <br><br>书目名称Dynamics of Civil Structures, Volume 2年度引用学科排名<br>        http://figure.impactfactor.cn/iir/?ISSN=BK0284021<br><br>        <br><br>书目名称Dynamics of Civil Structures, Volume 2读者反馈<br>        http://figure.impactfactor.cn/5y/?ISSN=BK0284021<br><br>        <br><br>书目名称Dynamics of Civil Structures, Volume 2读者反馈学科排名<br>        http://figure.impactfactor.cn/5yr/?ISSN=BK0284021<br><br>        <br><br>

Occipital-Lobe 发表于 2025-3-21 21:39:27

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Mast-Cell 发表于 2025-3-22 01:43:11

Analysis of Variation Rate of Displacement to Temperature of Service Stage Cable-Stayed Bridge Usinsmall or medium-size bridge. Therefore, it is important for maintenance engineers to monitor and assess the effect to temperature on the cable-supported bridges. To evaluate how much the superstructure expands or contracts when subjected to changes in temperature is the first step for the maintenanc

Conflagration 发表于 2025-3-22 07:08:49

Triple Friction Pendulum: Does It Improve the Isolation Performance?,e small effective radii of the articulated slider assembly at low peak ground accelerations (PGAs), to produce medium friction around 3–5% and medium stiffness by simultaneous sliding on surfaces 1 and 4 at PGAs corresponding to the design basis earthquake (DBE), to generate increasing friction with

瘙痒 发表于 2025-3-22 12:40:13

Experimental Investigation of the Dynamic Characteristics of a Glass-FRP Suspension Footbridge,d polymers have increasingly been utilised for construction of highway and pedestrian bridges. Their relatively low mass and stiffness make these bridges potentially susceptible to vibration serviceability problems, which are increasingly governing the design. Currently, a lack of experimental data

客观 发表于 2025-3-22 15:40:04

Vibration-Based Occupant Detection Using a Multiple-Model Approach,may benefit from robust occupant detection include patient detection in hospitals, senior citizen housing facilities, personnel localization in emergencies as well as user behavior studies. In this contribution, an occupant detection and localization methodology based on recorded vibration time-seri

客观 发表于 2025-3-22 18:15:38

Vibration Assessment and Control in Technical Facilities Using an Integrated Multidisciplinary Appresearch often brings with it specialist imaging requirements to resolve ever finer details over time. The equipment needed to perform this imaging is often very sensitive to vibration in addition to factors including acoustic coupling, electromagnetic, thermal and airflow effects. This paper discuss

Obliterate 发表于 2025-3-22 21:55:43

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placebo 发表于 2025-3-23 04:45:05

Vision-Based Concrete Crack Detection Using a Convolutional Neural Network,re. However, these approaches have the high possibility of false alarms due to noises, sensor malfunctions, and complex environmental effects. Under those circumstances, engineers have to conduct on-site investigations to confirm that damage has occurred. To address this challenge, this paper propos

博爱家 发表于 2025-3-23 07:45:48

Analytical and Experimental Analysis of Rocking Columns Subject to Seismic Excitation, to dissipate seismic energy. Rocking columns are again emerging as an effective mechanism in modern structural systems; understanding the rocking behavior can provide insight into how to best design this type of system. This study examines the analytical and experimental rocking behavior of a recta
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