|
|
|
|
|
|
Jinchao Xu, Qiong Chen, Yun Li, Jianxu Zhou, Jianfeng An, Xiujun Yan and Yan Guo
Generally, the operation of the horizontally-framed miter gate in a ship lock should consider the effects of hydrodynamic resistance. If over-filling or over-emptying exists and the miter gate opens with reverse head, the hydrodynamic resistance will inc...
ver más
|
|
|
|
|
|
|
|
|
|
|
John Bellos and Apostolos Konstantinidis
This paper examines and provides a robust solution to the problem of yield and failure curvatures of reinforced concrete (RC) cross-sections, taking into account cracking. At the same time, it calculates the corresponding necessary reinforcement or the m...
ver más
|
|
|
|
|
|
|
|
|
|
|
Ye. P. Blokhin,M. L. Korotenko,V. Ya. Panasenko,R. B. Hranovskyi,I. V. Klymenko,Ye. F. Fedorov
Pág. 56 - 58
In the article 2 variants of stand design for determination of the moment of resistance power to bogie rotation relative to body are described.
|
|
|
|
|
|
|
|
|
|
|
|
Sang-Yun Lee, Sam-Young Noh and Dongkeun Lee
This study evaluates the progressive collapse resistance performance of steel moment frames, individually designed with different connection details. Welded unreinforced flange-bolted web (WUF-B) and reduced beam section (RBS) connections are selected an...
ver más
|
|
|
|
|
|
|
|
|
|
|
Yashi Yang, Peng Zhang, Lingjun Wu and Qian Zhang
High-pile foundation is a common form of deep foundation commonly used in ocean environments, such as docks and bridge sites. Aiming at the problem of bearing capacity of high pile foundations, this paper proposes the calculation of bearing capacity and ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Lin Ke, Jinming Ye and Qiufeng Liang
Flow field performance tests of submarine models with cross-rudder and X-rudder stern control surfaces were conducted to study X-rudders? performance in non-uniform flow fields. The tests compared performance parameters such as resistance, lateral steeri...
ver más
|
|
|
|
|
|
|
|
|
|
|
Keun-Hyeok Yang, Ju-Hyun Mun, Jong-Won Kim and Sung-Jin Lee
With the increased interest in the inherent fire resistance of organic insulators, various precast concrete insulation panels have been developed. However, precast concrete insulation panels still have structural and fire resistance problems resulting fr...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jan Niederwestberg, Jianhui Zhou and Ying-Hei Chui
Cross-laminated timber (CLT) possesses both good shape stability and possible two-way force transfer ability due to its crosswise lamination. However, the transverse layers in CLT are prone to rolling shear failure under an out-of-plane load. An innovati...
ver más
|
|
|
|
|
|
|
|
|
|
|
Awaludin A.,Hayashikawa T.,Oikawa A.,Hirai T.,Sasaki Y.,Leijten A.J.M.
Pág. 1 - 5
Improvement of cyclic or dynamic performance of timber connections has been intensively conducted since the overall response of wooden structures is merely a function of joint performance. For a bolted joint, filling the lead-hole clearance with epoxy re...
ver más
|
|
|
|
|
|
|
|
|
|
|
Ze Xu and Jiangjiang Yin
To investigate the wind-induced response and equivalent wind load of a super-tall building, an aeroelastic model of the building was designed to measure aerodynamic interference in wind tunnel tests. Experiments on pressure and vibration measurements wer...
ver más
|
|
|
|
|
|
|
|
|
|
|
Hongwei Ma, Ziming Huang, Xiongbin Song and Yuhong Ling
Modular steel buildings show high assembly degree and fast installation speed. The inter-module connection (IMC) is one of the key technologies that restrict the robustness of modular steel buildings. An innovative IMC with a cross-shaped plug-in connect...
ver más
|
|
|
|
|
|
|
|
|
|
|
Bo Yang, Sami Kaidi and Emmanuel Lefrançois
The bending section of the restricted channel is one of the most accident-prone areas for inland ships, but few clear investigations on the curvature effect have been conducted till now. Therefore, this paper presents numerical research of the curvature ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Cristhian Ramirez Ortiz, Gilberto Areiza Palma, Albio D. Gutierrez Amador, Jose L. Ramirez Duque, Ruth E. Cano Buitron and Luis F. Gonzales Escobar
This paper investigates the seismic behavior of a steel beam-to-concrete-filled steel tubular column connection with external diaphragms. In addition to the multiple advantages observed for manufacturing and assembly, this type of connection is expected ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Qiao-Ling Fu, Liang Tan, Bin Long and Shao-Bo Kang
This paper presents numerical simulations of multi-storey reinforced concrete frames under progressive collapse scenarios. Reinforced concrete frames with different storeys are modelled using DIANA. The load resistance and failure mode of frames are obta...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jozef Prokop, Josef Vican and Jozef Jo?t
The optimisation of the design method for verification of slender steel beam-columns is still a current issue not only from scientific point of view, but also for design practice. Therefore, the main objective of this paper is comparison of the suitabili...
ver más
|
|
|
|
|
|
|
|
|
|
|
Federico Núñez, Edgar Muñoz, Jorge Prieto
Pág. Page 95 - 100
Is work deals with the physic seismic vulnerability of the B module of the San Ignacio medical facility using the structural reliability technique. This studywas based on a dynamic spectral model of the building, by varying actions (moment, shear and axi...
ver más
|
|
|
|
|
|
|
|
|
|
|
Roberta Prado Mendes, Leonardo Carvalho Mesquita, Maurício Pina Ferreira, Leandro Mouta Trautwein, Markssuel Teixeira Marvila and Marília Gonçalves Marques
In reinforced concrete flat slab buildings, the transference of unbalanced moments in the slab?column connections usually results from the asymmetry of spans, vertical loads, and horizontal forces from the wind. The punching strength of the slab?column c...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jiaqi Hu, Yin Gu, Jinhuang Yan, Ying Sun and Xinyi Huang
With the convenient and fast requirements for construction in bridge engineering, prefabricated assembly technology is widely applied in engineering construction. Typically, prefabricated bridge decks are connected through cast-in-place wet joints. Wet j...
ver más
|
|
|
|
|
|