震害特征,Damage characteristic
1)Damage characteristic震害特征
1.0) in Sichuan province,the damage characteristic of buildings and the possible causes of damage are analyzed.主要归纳和分析了灾区砖混结构和钢筋混凝土框架结构建筑的震害特征及其破坏原因,并对房屋的防震减灾研究提出了若干建议。
2.Based on the damage characteristics of the frame-bent structure,the cause of the damage was analyzed.针对该主厂房钢筋混凝土框排架结构的震害特征,对震害原因进行了初步分析,由此提出了有关加强主厂房抗震措施的建议,以期提高此类特殊工业厂房的抗震防灾水平,为相关规范的修订提供参考。
英文短句/例句
1.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
2.Analysis of characteristics of earthquake disasters for buildings(structures) and lifeline system in the Yao"an M_S6.0 earthquake姚安6.0级地震震害特征分析
3.Characteristic Analysis of Performance and Damage of Buildings in Wenchuan Earthquake and Considerations in Aseismic Design of Buildings汶川地震中房屋建筑震害特征及抗震设计思考
4.Analysis of earthquake damage to masonry school buildings in Wenchuan earthquake汶川地震中小学砖混结构教学楼震害特征分析
5.ANALYSIS ON SEISMIC DAMAGE OF MASONRY-TIMBER SCHOOL BUILDING IN WENCHUAN EARTHQUAKE汶川地震中小学砖木结构教学楼震害特征分析
6.Seismic damage characteristics of multi-aged buildings in Dujiangyan City subjected to Wenchuan earthquake汶川地震中都江堰市多龄期建筑震害特征
7.Damage characteristics of frame-bent structure of large-scale factory building in Wenchuan M_s 8.0 earthquake汶川地震大型厂房框排架结构震害特征分析
8.The seismic damage characteristics and mechanism analysis of brick-concrete structure in Wenchuan earthquake汶川地震中砖混建筑的震害特征与机理分析
9.Study on Characteristics and Cause of Damages to the Downtown of Beichuan County due to Wenchuan Earthquake北川县城汶川地震震害特征及其成因探讨
10.ANALYSIS ON SEISMIC DISASTER CHARACTERISTICS OF DANGXIONG Ms6.6 AND ZHONGBA Ms6.8 EARTHQUAKES IN XIZANG西藏当雄6.6级地震与仲巴6.8级地震震害特征分析
11.Damage Analysis of Dangxiong M_s6.6 and Nimu M_s 6.5 Earthquakes in Tibet西藏当雄6.6级地震与尼木6.5级地震震害特征分析
12.A Combinatorial Image Enhancement Model for Earthquake Disaster Assessment遥感图像震害特征组合增强模型及其算法实现
13.EXPLORATION OF DISASTER CHARACTERISTICS AND DAMAGE CAUSES OF LARGE SPAN UNDERGROUND STRUCTURE大跨度地下结构震害特征及破坏机理探讨
14.Features of the Seismic Damage to Existing Beam and Arch Bridges and Their Reinforcement Measures既有公路梁、拱桥震害特征分析及加固对策
15.DISASTER FEATURES AND ASSESSMENT OF THE M_S4.4,4.8 EARTHQUAKES IN AHEQI,XINJIANG ON SEPT.18,19981998年9月18日新疆阿合奇4.4级、4.8级地震震害特征与评估
16.ANALYSIS OF TYPICAL SEISMIC DAMAGES OF HIGHWAYS IN WENCHUAN EARTHQUAKE-INDUCED HAZARD AREAS IN SICHUAN PROVINCE四川省汶川地震灾区干线公路典型震害特征分析
17.Investigation Destructive Characteristic and Damage Mechanism of Typical Sturctures in Mianyang to the Wenchuan" M8.0 Earthquake绵阳地区建筑结构在汶川地震中的震害特征与机理分析
18.Study on the Basic Characteristics of Rockfall hazard induced by earthquake地震引发滚石灾害及其基本特征研究
相关短句/例句
Characteristic of earthquake disaster震害特征
3)earthquake damage character震害特征
1.Mainearthquake damage characters of multistory-masonry structure and underframing-masonry structure are respectively summarized in this article.分别对多层砌体房屋结构和底层框架砖房结构的主要震害特征进行了归纳总结,在严格遵循《建筑抗震设计规范》(GB50011—2001)和《砌体结构设计规范》(GB50003—2001)的前提下,结合作者多年的实际工程设计经验,提出了几条关于砌体结构抗震设防设计的建议,供广大设计同行参考。
4)Earthquake disaster characteristic震害特征
1.The earthquake disaster characteristics of lifeline system and its effect on postearthquake emergency response;生命线系统的震害特征及其对震后应急反应的影响
5)destructive characteristic震害特征
1.Based on various damage of construction in the city zone of Mianyang after the Wenchuan earthquake and earthquake-site visits,a lot of reference datum are collected,thedestructive characteristic about frame structures,brickconcrete structures,single-storey industrial buildings,frame-shear structures,and other kind of sturctures are concluded.通过对绵阳市城区内的各类建筑工程在汶川地震后的震害调研、地震现场考察,收集了大量建筑结构震害资料,对钢筋混凝土框架结构、砖混结构、单层厂房、底框砖混等结构的震害特征进行了归纳,并简略分析了本次震害中所见到的特殊现象。
6)distribution characteristics of earthquake damages震害分布特征
延伸阅读
爆破震害控制爆破震害控制controlling seismic effect from blastingbaoPo 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)
