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: Concrete Structures in Earthquake; Thomas T. C. Hsu Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 Concrete Structure

[復(fù)制鏈接]
樓主: Spring
11#
發(fā)表于 2025-3-23 13:43:43 | 只看該作者
12#
發(fā)表于 2025-3-23 17:04:18 | 只看該作者
13#
發(fā)表于 2025-3-23 20:50:56 | 只看該作者
Research on Resilient Reinforced Concrete Building Structural System,s such as beams, columns, and walls for strength-based design buildings. A series of experimental works show that secondary RC walls could have improved seismic performance for damage reduction by changing configuration and rebar arrangement.
14#
發(fā)表于 2025-3-23 22:52:25 | 只看該作者
The Seismic Strengthening of Concrete Structures by Ultrahigh-Performance Concrete,mising construction materials of high strength and durability with high flow at placing. The jacketing methods using UHPC with/without textile reinforcement to increase sectional area for existing concrete walls and columns are demonstrated seismic strengthening efficiency in strength and ductility by the experimental programs in the paper.
15#
發(fā)表于 2025-3-24 03:58:43 | 只看該作者
16#
發(fā)表于 2025-3-24 08:16:08 | 只看該作者
17#
發(fā)表于 2025-3-24 14:08:48 | 只看該作者
Politics and History in Central Asianforced concrete members are usually dominated by shear behavior due to inadequate reinforcement and low concrete strength. Based on the proposed strut-and-tie models for D-regions, there are two different types of concrete strut: the bottle shape and fan shape. The objective of this study is to pro
18#
發(fā)表于 2025-3-24 17:35:43 | 只看該作者
https://doi.org/10.1007/978-3-031-01554-0evealed that considering the seismic design and progressive collapse design individually for a structure may lead to an undesirable structural performance and unnecessary waste of materials. In this study, two novel concrete frames are proposed to satisfy the demands of both seismic and progressive
19#
發(fā)表于 2025-3-24 21:51:36 | 只看該作者
https://doi.org/10.1007/978-3-031-01554-0l approach to the modeling of reinforced concrete structures. A multilayer shell approach is applied to the modeling of a 1/13 reinforced concrete vessel subjected to cyclic loading. An assessment of the predictive capacity of the proposed model is analyzed through numerical versus experimental data
20#
發(fā)表于 2025-3-25 03:07:30 | 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 期刊點評 投稿經(jīng)驗總結(jié) SCIENCEGARD IMPACTFACTOR 派博系數(shù) 清華大學(xué) Yale Uni. Stanford Uni.
QQ|Archiver|手機版|小黑屋| 派博傳思國際 ( 京公網(wǎng)安備110108008328) GMT+8, 2025-10-7 17:30
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
昆明市| 凉城县| 浦城县| 乐都县| 旬阳县| 安顺市| 泾源县| 西华县| 红河县| 宁都县| 星座| 耒阳市| 昆山市| 扬中市| 崇州市| 苏尼特左旗| 孝义市| 罗定市| 安新县| 岑巩县| 阿拉善盟| 曲水县| 东乡| 本溪市| 新乡县| 云浮市| 惠州市| 昭通市| 瓦房店市| 仙游县| 崇阳县| 丹巴县| 彭水| 双城市| 山东省| 郑州市| 扶沟县| 津南区| 温泉县| 和田县| 水富县|