找回密碼
 To register

QQ登錄

只需一步,快速開(kāi)始

掃一掃,訪問(wèn)微社區(qū)

打印 上一主題 下一主題

Titlebook: Earthquake Disaster Simulation of Civil Infrastructures; From Tall Buildings Xinzheng Lu,Hong Guan Book 2021Latest edition Science Press

[復(fù)制鏈接]
樓主: Croching
11#
發(fā)表于 2025-3-23 09:41:21 | 只看該作者
12#
發(fā)表于 2025-3-23 15:51:02 | 只看該作者
https://doi.org/10.1007/978-90-481-3702-2 element model, and so forth), followed by model validation against published experimental results. Subsequently, graphics processing unit (GPU)-based high performance matrix solvers in conjunction with physics engine-based high-performance visualization techniques are proposed, with which the proce
13#
發(fā)表于 2025-3-23 18:45:13 | 只看該作者
14#
發(fā)表于 2025-3-24 00:21:45 | 只看該作者
Deregulation and Change in the 1980s,eased demand on seismically resilient tall buildings. It details the structural performance and seismic resilience of typical concrete and steel tall buildings designed based on the Chinese and US codes, using the computational models developed in previous chapters and the new generation performance
15#
發(fā)表于 2025-3-24 03:05:43 | 只看該作者
International Financial Institutions,eliminary design phase. Therefore, simplified models are proposed in this chapter, which can greatly reduce the modeling and computational cost without compromising desired accuracy. The simplified models can be used for preliminary design and selection of the most appropriate structural type for a
16#
發(fā)表于 2025-3-24 10:07:12 | 只看該作者
Restoration to Revolution, 1815–48ortant landmarks of a modern city, the progressive collapse prevention of the secondary frames of the buildings is also frequently required in addition to the seismic design requirement. To overcome the conflict between the design principles of seismic design and progressive collapse design, novel m
17#
發(fā)表于 2025-3-24 13:17:51 | 只看該作者
18#
發(fā)表于 2025-3-24 17:27:54 | 只看該作者
Albert J. Bredenoord,André Smout,Jan Tack, this chapter presents the building-level and component-level seismic loss estimation methods. To solve data acquisition challenges in seismic loss prediction, various loss estimation methods using detailed investigation data, building information model (BIM), and/or geographic information system (
19#
發(fā)表于 2025-3-24 21:36:33 | 只看該作者
https://doi.org/10.1007/978-3-031-06041-0sional stakeholders and users. With this in mind, 2.5D, 3D, and photo-realistic visualization models are proposed in this chapter to enhance visualization capabilities of urban building seismic simulation outcomes. In addition, collapse simulation of urban buildings is achieved through physics engin
20#
發(fā)表于 2025-3-25 02:55:19 | 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(ài)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(píng) 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(guó)際 ( 京公網(wǎng)安備110108008328) GMT+8, 2026-1-21 02:41
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
青阳县| 大新县| 那坡县| 梁平县| 裕民县| 阳谷县| 乐山市| 南部县| 济阳县| 阿克| 邢台市| 九龙城区| 和田县| 安福县| 克拉玛依市| 那曲县| 沙河市| 阿瓦提县| 隆昌县| 乐业县| 安仁县| 岑巩县| 浦城县| 乌恰县| 沧州市| 嘉祥县| 德兴市| 夹江县| 南陵县| 逊克县| 黄冈市| 余姚市| 色达县| 来凤县| 常山县| 拉孜县| 武功县| 巴中市| 海南省| 保康县| 海宁市|