28   Artículos

 
en línea
Bin Wu, Jia-Ning Wu, Yan Lu, Wei-Yi Zhang, Dong Zhang and Song-Han Wang    
An ordinary double steel plate?concrete composite wall (ODSC wall) is composed of core concrete, the faceplates, and shear connectors such as studs, etc. Based on an ODSC wall, a new type of stiffened double steel plate?concrete composite wall (SDSC wall... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Fengli Zhou, Chunwu Guo, Jiangtao Zhang, Jincen Guo, Jinlong Jiang and Lulin Ning    
Assembled steel-composite bridges generally use stud connectors to achieve the connection between the deck slab and the steel main girders. However, the commonly-used cluster studs weaken the integrity of the precast deck slabs and are not conducive to r... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Rahul Tarachand Pardeshi, Prakash Abhiram Singh, Yogesh Deoram Patil     Pág. 177 - 191
Revista: Advances in Technology Innovation    Formato: Electrónico

 
en línea
Shaoyong Han, Zhun Zhu, Mina Mortazavi, Ahmed M. El-Sherbeeny and Peyman Mehrabi    
The aim of this paper is to study the performance of a composite floor system at different heat stages using artificial intelligence to derive a sustainable design and to select the most critical factors for a sustainable floor system at elevated tempera... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Yongjian Liu, Jiangjiang Li, Lei Jiang, Jianping Xian, Haotian Li, Yadong Zhao and Yunxia Gong    
In terms of load transfer, the design of the joints in concrete-filled steel tubular (CFST) arch bridges is more critical than that in buildings due to the higher likelihood of steel?concrete-interface debonding. To improve the contact at the steel?concr... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
He Zhao, Long-Hui Sun, Hong-Bing Chen and Xiao-Gang Liu    
The steel frame-reinforced concrete core tube structural system is widely used in mid-rise and high-rise buildings due to its good seismic behaviour and high construction efficiency. Since the steel frame and the reinforced concrete core tube are suppose... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Jianqing Bu, Wenlong Cao, Xueyan Wang and Lianpeng Zhang    
To verify the effectiveness of uplift-restricted and slip-permitted (URSP) connectors in alleviating crack formation in the negative-moment region of steel-concrete composite beams (SCCBs) and improve the engineering adaptability of URSP connectors, this... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Jiangran Guo, Qingxuan Shi, Ge Ma and Tengfei Li    
Superposed perfobond connectors are a type of connector used in composite structures. When the construction conditions are limited to increase the diameter of the opening, the shear capacity of the connector can be improved by enhancing the confining eff... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Young-Hun Oh and Jeong-Ho Moon    
In a precast concrete (PC) composite beam, the horizontal interface between the PC beam and the cast-in-place (CIP) slab is located either on the compression side or on the tensile side of the cross-section. If the CIP slab is on the compression side, it... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Mansour Ghalehnovi, Mehdi Yousefi, Arash Karimipour, Jorge de Brito and Mahdi Norooziyan    
The most researches on steel-concrete-steel (SCS) sandwich slabs are to control the cracking of concrete core along with losing weight, and shear connector type. In this study, the behaviour of SCS slabs with bi-directional corrugated-strip shear connect... ver más
Revista: Applied Sciences    Formato: Electrónico

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