找回密碼
 To register

QQ登錄

只需一步,快速開始

掃一掃,訪問微社區(qū)

打印 上一主題 下一主題

Titlebook: Directions in Strong Motion Instrumentation; Proceedings of the N Polat Gülkan,John G. Anderson Conference proceedings 2005 Springer Scienc

[復(fù)制鏈接]
樓主: commingle
31#
發(fā)表于 2025-3-26 22:27:54 | 只看該作者
https://doi.org/10.1007/978-1-349-07461-7er favorable conditions it may be possible to recover the residual displacements near earthquakes, particularly if both the rotational and translational components of motion are recorded (currently only the translational components are recorded). In practice, however, digital recordings are commonly
32#
發(fā)表于 2025-3-27 03:55:28 | 只看該作者
33#
發(fā)表于 2025-3-27 09:21:13 | 只看該作者
Piers Gray,Colin MacCabe,Victoria Rothschildd directivity. There is evidence that ground shaking near a fault rupture is characterized by a small number of pulses with high input energy. Pulse response characteristics are utilized to describe behavior attributes of structures subjected to near-fault ground motions. The ultimate objective is t
34#
發(fā)表于 2025-3-27 13:16:46 | 只看該作者
35#
發(fā)表于 2025-3-27 17:03:53 | 只看該作者
Introduction: Reconstructing the Pastined from field data and their dynamic responses are calculated by response history analysis. Lateral stiffness, strength and deformation capacities of the sample buildings are determined by pushover analyses. Uncertainties in lateral stiffness, strength and damage limit states are expressed by usin
36#
發(fā)表于 2025-3-27 18:12:31 | 只看該作者
https://doi.org/10.1007/978-1-349-27680-6of soft-soil deposits to strong earthquake ground motions. The borehole arrays extend through thick layers of soft water-saturated soils of Holocene age and older more consolidated soils of Pleistocene age into bedrock at depths up to 90 m. The surface installations are configured in pairs to provid
37#
發(fā)表于 2025-3-28 00:30:12 | 只看該作者
38#
發(fā)表于 2025-3-28 04:21:52 | 只看該作者
39#
發(fā)表于 2025-3-28 06:36:28 | 只看該作者
Hans Schafranek,Natalia Musienko of about 400 km., has been originally planned for disaster management of the city. Based on the array which can report the ground motion intensity data immediately after an event, the real-time seismic hazard and risk assessment system is developed for emergency response. The data from the array ar
40#
發(fā)表于 2025-3-28 12:03:51 | 只看該作者
 關(guān)于派博傳思  派博傳思旗下網(wǎng)站  友情鏈接
派博傳思介紹 公司地理位置 論文服務(wù)流程 影響因子官網(wǎng) 吾愛論文網(wǎng) 大講堂 北京大學(xué) Oxford Uni. Harvard Uni.
發(fā)展歷史沿革 期刊點(diǎn)評 投稿經(jīng)驗(yàn)總結(jié) SCIENCEGARD IMPACTFACTOR 派博系數(shù) 清華大學(xué) Yale Uni. Stanford Uni.
QQ|Archiver|手機(jī)版|小黑屋| 派博傳思國際 ( 京公網(wǎng)安備110108008328) GMT+8, 2025-10-31 04:49
Copyright © 2001-2015 派博傳思   京公網(wǎng)安備110108008328 版權(quán)所有 All rights reserved
快速回復(fù) 返回頂部 返回列表
平顶山市| 铅山县| 钟祥市| 巴林右旗| 平顶山市| 长沙市| 峨山| 廊坊市| 丰顺县| 靖远县| 石景山区| 黔江区| 茂名市| 泰顺县| 澄江县| 崇义县| 兴仁县| 札达县| 临沂市| 三亚市| 呼图壁县| 九龙坡区| 日喀则市| 上虞市| 贡嘎县| 永泰县| 武穴市| 龙里县| 皮山县| 嘉兴市| 章丘市| 奉新县| 镇沅| 云霄县| 平顶山市| 临朐县| 大竹县| 汾阳市| 梁山县| 济南市| 南溪县|