標題: Titlebook: Earthquake Engineering in Europe; Mihail Garevski,Atilla Ansal Book 2010 Springer Science+Business Media B.V. 2010 Earthquake.Emergency ma [打印本頁] 作者: 令人不愉快 時間: 2025-3-21 17:21
書目名稱Earthquake Engineering in Europe影響因子(影響力)
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書目名稱Earthquake Engineering in Europe讀者反饋
書目名稱Earthquake Engineering in Europe讀者反饋學科排名
作者: 宴會 時間: 2025-3-21 23:42
Microzonation for Earthquake Scenariosp based on a regional seismic hazard study compatible with the scale of the microzonation. A grid system is implemented dividing the investigation area into cells according to the availability of geological, geophysical and geotechnical data. Site characterizations are performed based on available b作者: 通知 時間: 2025-3-22 02:48
Analysis of Regional Ground Motion Variations for Engineering Applicationn may have bias for a different region. A closely related problem is the applicability of multi-regional GMPEs to a particular region, even if that region contributed some fraction of the database. It is well known that ground motions show distinct characteristics for stable continental regions, sub作者: 常到 時間: 2025-3-22 04:54 作者: 合群 時間: 2025-3-22 08:58
From Non-invasive Site Characterization to Site Amplification: Recent Advances in the Use of Ambienton-invasive techniques, based principally on surface wave interpretations of ambient noise measurements. The present paper focuses on their key outcomes regarding three main topics. First, methodological, hardware and software developments focusing on the acquisition and the processing of both singl作者: Oversee 時間: 2025-3-22 14:11 作者: Oversee 時間: 2025-3-22 21:07
Performance Based Seismic Design of Tall Buildingsovisions are incapable of addressing the needs of tall building design engineers are explained. The performance objectives commonly associated with tall building design are identified and the evolution of current component-based performance objectives to a more rigorous and fully probabilistic appro作者: LARK 時間: 2025-3-23 01:03 作者: 新奇 時間: 2025-3-23 03:44 作者: AMITY 時間: 2025-3-23 06:42
Engineers Understanding of Earthquakes Demand and Structures Responsed of the structures capacities to withstand these demands, in a historical perspective. Without any claim of completeness or accurate critical assessment of the significance of various seismic events or of the scientific development of knowledge, the essential relevance of the lessons learnt from so作者: 追蹤 時間: 2025-3-23 10:46
Current Trends in the Seismic Design and Assessment of Buildingsdisplacement-based procedures and deformation-based procedures. A number of selected case-studies are summarised, involving reinforced concrete (R/C) buildings designed to the aforementioned procedures. Then, an overview of the currently available procedures for seismic assessment is presented and t作者: 說笑 時間: 2025-3-23 15:17
Performance-Based Design of Tall Reinforced Concrete Core Wall Buildings60 ft), IBC 2006 requires use of a dual system. Use of nonlinear response history analysis (NRHA) coupled with peer-review has become a common way to assess the expected performance of tall buildings at various hazard levels to avoid the use of a backup Special Moment Frame for tall buildings employ作者: Hearten 時間: 2025-3-23 18:22 作者: MAIM 時間: 2025-3-24 00:30 作者: goodwill 時間: 2025-3-24 06:09 作者: TOXIN 時間: 2025-3-24 07:04 作者: Demulcent 時間: 2025-3-24 10:50
War, Occupation, and Entanglementshe different designs are assessed using state-of-the-art methods involving inelastic analysis of the static and/or dynamic type; alternative designs are compared in terms of economy and seismic performance, and some general conclusions are drawn regarding the feasibility of introducing the new procedures in seismic codes.作者: originality 時間: 2025-3-24 18:22
Chemical Control of Gastric Secretion,hasis on the scope of nonlinear static methods and to the problems related to the selection of the input for dynamic analysis; Soil-foundation-structure interaction and non uniform support input, representing two controversial issues that may be mature for an inclusion in routine bridge analysis.作者: 性學院 時間: 2025-3-24 21:05
1573-6059 s.This book contains 9 invited keynote and 12 theme lectures presented at the 14.th. European Conference on Earthquake Engineering (14ECEE) held in Ohrid, Republic of Macedonia, from August 30 to September 3, 2010. The conference was organized by the Macedonian Association for Earthquake Engineering作者: 過于光澤 時間: 2025-3-25 00:51 作者: 平靜生活 時間: 2025-3-25 07:13 作者: 占卜者 時間: 2025-3-25 07:45
Effects of Non-plastic Fines on Liquefaction Resistance of Sandy Soilsance are re-interpreted and presented in a form allowing direct evaluation of the influence of fines on the liquefaction resistance. The paper shows that the effects of fines on liquefaction resistance observed in the laboratory and those derived from field-based correlations are consistent.作者: fringe 時間: 2025-3-25 11:47 作者: grounded 時間: 2025-3-25 19:42
Non Linear Soil Structure Interaction: Impact on the Seismic Response of Structuresamage parameters describing both the maximum and the residual response of the system. The results highlight the beneficial role of foundation non linearities in decreasing the ductility demand in the superstructure but point out the need to carefully assess the variability of the response when non linearity is allowed at the foundation design.作者: BLOT 時間: 2025-3-25 21:39 作者: Incumbent 時間: 2025-3-26 02:28 作者: Peak-Bone-Mass 時間: 2025-3-26 08:14
Open Issues in the Seismic Design and Assessment of Bridgeshasis on the scope of nonlinear static methods and to the problems related to the selection of the input for dynamic analysis; Soil-foundation-structure interaction and non uniform support input, representing two controversial issues that may be mature for an inclusion in routine bridge analysis.作者: Hiatus 時間: 2025-3-26 09:26 作者: 浪蕩子 時間: 2025-3-26 15:55
1573-6059 First Ambraseys Distinguished Award Lecture given by Prof. Theo P. Tassios in the honor of Prof. Nicholas N. Ambraseys..The aim is to present the curr978-94-024-0527-9978-90-481-9544-2Series ISSN 1573-6059 Series E-ISSN 1872-4671 作者: badinage 時間: 2025-3-26 19:21
Seismic Engineering of Monumentsficity of each Monument. To this end, the contribution includes comments on monumentic Values and performance requirements, and emphasizes the need for an institutionalization of levels of importance, levels of visitability and of acceptable damage-levels for all monuments of each Country, as a basi作者: 規(guī)范就好 時間: 2025-3-26 22:13 作者: 解開 時間: 2025-3-27 01:40 作者: Eructation 時間: 2025-3-27 09:21 作者: 頂點 時間: 2025-3-27 12:41 作者: RENIN 時間: 2025-3-27 15:27
Engineers Understanding of Earthquakes Demand and Structures Responseand the Lisbon earthquake of 1755. The breakthrough towards modern seismic analysis is clearly identified with the two earthquakes of San Francisco (1906) and Messina (1908). In particular it is discussed how most of the fundamental principles used for a century had already been stated after the sec作者: Yag-Capsulotomy 時間: 2025-3-27 19:41 作者: DEFT 時間: 2025-3-28 01:32 作者: 為敵 時間: 2025-3-28 04:00 作者: 邪惡的你 時間: 2025-3-28 07:24
The Creole Republic: Past and Present,between 0.1 and 1 s periods of elastic acceleration response spectrum are calculated as one of the two parameters representing earthquake shaking intensity on the ground surface. Site specific peak spectral accelerations corresponding to 0.2 s period are also calculated as the second microzonation p作者: Thyroid-Gland 時間: 2025-3-28 12:48
Diabetic Pregnancy in Animals I,ttributes relative to regional data. For engineering application, the objective of the comparison should be to evaluate whether median predictions show statistically similar trends with respect to magnitude-scaling, distance-scaling, and site effects across the range of magnitudes and distances cont作者: CHYME 時間: 2025-3-28 15:55
https://doi.org/10.1007/978-0-85729-585-9spanning from stiff to soft, and shallow to thick. Finally, correlations between the site parameters available from such non-invasive techniques, and the actual site amplification factors as measured with standard techniques, are derived from a comprehensive analysis of the Japanese KIKNET data. Thi作者: 不成比例 時間: 2025-3-28 18:57 作者: 教唆 時間: 2025-3-28 23:14
Internationalism Reshaped, 1185–1800and the Lisbon earthquake of 1755. The breakthrough towards modern seismic analysis is clearly identified with the two earthquakes of San Francisco (1906) and Messina (1908). In particular it is discussed how most of the fundamental principles used for a century had already been stated after the sec作者: Axillary 時間: 2025-3-29 04:28 作者: Endearing 時間: 2025-3-29 08:39
Improving and Going Beyond Reference Genomesmplitude and frequency, exponential decay in modal damping values with increasing building height, and the prevalence of 3D modes and non-proportional damping. A critical need in SHM is the simple tools and techniques for real-time data analysis and interpretation. Since data come continuously, the 作者: bacteria 時間: 2025-3-29 15:07 作者: Integrate 時間: 2025-3-29 18:57 作者: Cirrhosis 時間: 2025-3-29 22:11 作者: Largess 時間: 2025-3-30 01:19 作者: GRIEF 時間: 2025-3-30 07:47 作者: 深淵 時間: 2025-3-30 08:45 作者: 表被動 時間: 2025-3-30 12:30 作者: 煩憂 時間: 2025-3-30 18:08 作者: inchoate 時間: 2025-3-30 22:31
The Byzantine Period (395-1453 AD)tion. The analyses are facilitated using a non linear dynamic macroelement for the soil-foundation system. Three base conditions are examined, namely fixed base, linear foundation and non-linear foundation including uplift and soil plasticity. IDA curves are produced for a variety of intensity and d作者: Haphazard 時間: 2025-3-31 01:44 作者: extrovert 時間: 2025-3-31 05:05
Benedetto Terracini,Roberto Zanettin of well-known SPT-based criteria. Given that fines significantly affect both the density of sand-fines mixes and penetration resistance of sandy soils, one of the key problems in the evaluation of the influence of fines on sand behaviour is establishing a common basis for comparison of clean sands
