Redirigiendo al acceso original de articulo en 18 segundos...
Inicio  /  Buildings  /  Vol: 8 Núm: 8 Par: August (2018)  /  Artículo
ARTÍCULO
TITULO

Shear Performance Assessment of Timber Log-House Walls under In-Plane Lateral Loads via Numerical and Analytical Modelling

Martina Sciomenta    
Chiara Bedon    
Massimo Fragiacomo and Angelo Luongo    

Resumen

No disponible

 Artículos similares

       
 
Jian Yang, Ming Sun, Guohuang Yao, Haizhu Guo and Rumian Zhong    
This study explores an advanced prefabricated composite structure, namely ECC/RC composite shear walls with enhanced seismic performance. This performance enhancement is attributed to the strategic use of engineered cementitious composites (ECC) known fo... ver más
Revista: Buildings

 
Wenbin Zhang, Yan Feng, Xiangqiang Zeng, Ming Xu, Liang Gong and Lijun Rui    
A new type of assembled integral multi-ribbed composite floor system with novel wet joint and steel sleeve connections, which exhibits satisfactory strength and stiffness, was proposed in the previous study. To further study the flexural performances of ... ver más
Revista: Buildings

 
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

 
Hang Su, Tao Deng, Zengquan Yang, Jianpeng Qin and Lu Zheng    
Shield misalignment is a common problem in shield tunnels, which seriously affects the safety and durability of tunnels. However, at present, there is a lack of research on the influence of shield misalignment on the shear capacity of the circumferential... ver más
Revista: Buildings

 
Abdul Basit, Safeer Abbas, Muhammad Mubashir Ajmal, Ubaid Ahmad Mughal, Syed Minhaj Saleem Kazmi and Muhammad Junaid Munir    
This study undertakes a comprehensive experimental and numerical analysis of the structural integrity of buried RC sewerage pipes, focusing on the performance of two distinct jointing materials: cement mortar and non-shrinkage grout. Through joint shear ... ver más
Revista: Infrastructures