震害分析,seismic damage analysis
1)seismic damage analysis震害分析
1.The seismic damage on power industry buildings in Baotou earthquake on April 3rd in 1996 and its followed strengthening methods are described in this article, meanwhile, seismic damage analysis on power industry buildings is carried out and future design advice is given as well.本文介绍了1996年5月3日发生的包头地震中电力工业建筑的震害和加固补强方案,并对电力工业建筑进行了震害分析,提出了今后的设计建议。
英文短句/例句

1.Damage Analysis on Masonry Staircase in Wenchuan Earthquake汶川地震中砌体结构楼梯间震害分析
2.EARTHQUAKE-INDUCED DAMAGE ANALYSIS OF HIGHWAY BRIDGES IN WENCHUAN EARTHQUAKE AND COUNTERMEASURES汶川大地震公路桥梁震害分析及对策
3.Analysis of Earthquake Damage for Masonry Structure in Towns of Wenchuan Disaster Region汶川地震灾区城镇砖混建筑震害分析
4.Typical Bridge Damage Analysis in "5·12" Wenchuan Earthquake“5·12”汶川地震典型桥梁震害分析
5.An Analysis of the Damage of Slope Sliding by Earthquake of the Paiho Main Dam and its Earthquake Resistant Strengthening白河主坝地震滑坡的震害分析及抗震加固
6.Investigation of Reservoirs Subjected to Wenchuan Earthquake and Their Seismic Damage Analysis汶川地震震损水库情况调研及震害分析
7.DAMAGE ANALYSIS ON SOME BUILDINGS OF JIANGYOU CITY IN THE WENCHUAN EARTHQUAKE江油市部分建筑在汶川地震中的震害分析
8.ANALYSIS ON BUILDING DAMAGE AND LOSS OF THE TAIWAN STRAIT EARTHQUAKE(M_s=7.3)台湾海峡7.3级地震建筑物震害分析与损失评估
9.AN ANALYSIS OF BUILDING STRUCTURES′ DAMAGES CAUSED BY BAOTOU 5.3 EARTHQUAKE包头5.3地震建筑物结构震害原因分析
10.THE DAMAGE OF MULTISTORY MASONRY BUILDINGS IN Ms6.4 BAOTOU EARTHQUAKE AND ITS ANALYSIS包头6.4级地震多层砖房震害与分析
11.Destructive characteristic of various buildings in Mianyang district of the "5·12" earthquake“5·12”地震绵阳地区房屋震害特征分析
12.Analysis of characteristics of earthquake disasters for buildings(structures) and lifeline system in the Yao'an M_S6.0 earthquake2009年姚安6.0级地震震害特征分析
13.Analysis of Damage Reason in Beichuan County of M_S8.0 Wenchuan Earthquake汶川8.0级地震北川县城震害原因分析
14.Investigation and Analysis of Damage of Wenchuan Earthquake to House汶川Ms8.0级地震房屋震害调查与分析
15.Performance of dams suffered in Wenchuan earthquake and seismic safety analysis of dams汶川大地震中大坝震害与大坝抗震安全性分析
16.ANALYSIS OF THE SEISMIC DAMAGE OF SOME BUILDINGS BY WENCHUN EARTHQUAKE AND ITS INSPIRATION汶川地震中部分建筑震害现象分析及其启示
17.Prediction of Seismic Disaster in Shandong Area using the Method of Seismic Hazard Analysis用地震危险性分析方法预测山东地区震害
18.Damages of Bridges During the Miyagiken-oki Earthquake 2003 in Japan2003年日本宫城县冲地震对桥梁震害的分析
相关短句/例句

earthquake damage analysis震害分析
3)damage analysis震害分析
4)earthquake disaster analysis震害分析
5)seismic damage analysis for typical structures典型震害分析
6)building harmful analysis建筑物震害分析
延伸阅读

爆破震害控制爆破震害控制controlling seismic effect from blasting  baoPo zhenha一kongzhi爆破震害控制(eontrolling Seismic effeetfrom blasting)降低爆破地震强度,将震害限定在一定程度的技术。控制爆破地震危害,是爆破安全的必要手段。降震方法主要有三种。(l)微差爆破,其爆破地震波频率高、衰减快,可以实现ms级多段微差爆破,显著减少同时起爆的药量,以降低震动。(2)利用波的干涉作用,适当选择起爆时间间隔,在指定区域可实现波的干扰降震。(3)利用波通过不同介质时产生反射、折射和损耗,设置屏障降震。降震措施有预裂、光面、缓冲、孔内微差和斜线式多段顺序微差爆破等类型,合理应用将有最佳降震效果和较好经济效益。其要点:(1)尽量采用ms雷管新系列产品,新的系列有25一30段;延时精度显著提高;时间间隔趋于合理,便于爆破设计人员选择、调节间隔时间和控制每段药量,实现多段微差爆破。(2)临近边坡永久境界线的爆破,根据边坡岩体稳定性选用合适的降震措施,岩体整体性好的采用预裂爆破,岩体破碎、裂隙发育的采用光面或缓冲爆破。爆区宽度以不超过3Om为好。矿山边坡危险滑体下的爆破须限制一次爆破规模:炮孔不宜超过四排,爆区长度不宜超过滑体宽度的合一号。(3)在重要建筑物附近和危险边坡下方爆破时,尚需进行震动监测。 (韩子荣)