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: GCEC 2017; Proceedings of the 1 Biswajeet Pradhan Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 Structural and Constr

[復制鏈接]
樓主: OAK
21#
發(fā)表于 2025-3-25 05:01:42 | 只看該作者
22#
發(fā)表于 2025-3-25 09:35:42 | 只看該作者
23#
發(fā)表于 2025-3-25 15:33:11 | 只看該作者
24#
發(fā)表于 2025-3-25 16:03:16 | 只看該作者
Die Gestaltung ?konomischer Organisationenes: high-density polyethylene fibres and hooked stainless steel fibres considering 1% or 2% of the volume contents. The influence of the fibre contents on the compressive and tensile strengths, the strain-hardening performance and the fracture energy are discussed.
25#
發(fā)表于 2025-3-25 22:25:52 | 只看該作者
26#
發(fā)表于 2025-3-26 00:42:11 | 只看該作者
Influence of Polyethylene and Stainless Steel Fibres on Compressive and Tensile Behaviour of High-Pees: high-density polyethylene fibres and hooked stainless steel fibres considering 1% or 2% of the volume contents. The influence of the fibre contents on the compressive and tensile strengths, the strain-hardening performance and the fracture energy are discussed.
27#
發(fā)表于 2025-3-26 05:04:40 | 只看該作者
Mechanical Properties of Timber Dried Using Radio Frequency–Vacuum Systemthat the modulus of rupture and modulus of elasticity of RFV specimens were lower than the conventional kiln-dried timbers. On the other hand, the Janka hardness of RFV specimens was slightly higher. Comparison with kiln-dried timbers suggested that RFV process had no adverse effect on the specific gravity.
28#
發(fā)表于 2025-3-26 11:37:01 | 只看該作者
29#
發(fā)表于 2025-3-26 15:29:15 | 只看該作者
https://doi.org/10.1007/978-3-658-29640-7n function using longitudinal shear estimation method by considering section slenderness and deck characteristics. The strength test performance between the developed scheme and the experiment-based test results indicates high similarity, demonstrating the viability of the proposed strength determination methodology developed.
30#
發(fā)表于 2025-3-26 19:05:55 | 只看該作者
https://doi.org/10.1007/3-540-28879-1ed to vertical and centric inclined loads, on a cohesive soil with spatially variable distribution of the undrained shear strength. A parametric study is performed using OptumG2 to investigate the effects of diverse probabilistic parameters associated in the problem of undrained bearing capacity of strip footings.
 關于派博傳思  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 論文服務流程 影響因子官網(wǎng) 吾愛論文網(wǎng) 大講堂 北京大學 Oxford Uni. Harvard Uni.
發(fā)展歷史沿革 期刊點評 投稿經(jīng)驗總結 SCIENCEGARD IMPACTFACTOR 派博系數(shù) 清華大學 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 17:08
Copyright © 2001-2015 派博傳思   京公網(wǎng)安備110108008328 版權所有 All rights reserved
快速回復 返回頂部 返回列表
尚义县| 保靖县| 赤水市| 中卫市| 哈尔滨市| 甘孜县| 乐至县| 博兴县| 河西区| 哈巴河县| 阳春市| 全椒县| 措勤县| 饶河县| 定结县| 锡林浩特市| 公主岭市| 惠水县| 盘山县| 黔江区| 台北县| 白城市| 桑植县| 白水县| 岢岚县| 溧水县| 三亚市| 扎囊县| 甘谷县| 馆陶县| 麦盖提县| 巴青县| 城固县| 象州县| 高青县| 桐柏县| 乐安县| 许昌市| 耒阳市| 揭西县| 徐州市|