Results 141 to 150 of about 243,337 (305)
STRENGTHENING (POST-STRESS) OF MASONRY BUILDINGS METHOD OF VERTICALIZATION OF LOAD [PDF]
, 2012 Um método para recuperação das fendas nos arcos em ...
Morais, António, Sazedj, Soheyl
core
The power of the past: materializing collective memory at early medieval lordly centres
Early Medieval Europe, EarlyView.The repurposing of earlier sites and monuments is an enduringly popular theme in early medieval archaeology, but in England it has attracted little interest among Late Saxon and early post‐Conquest studies. From the tenth century, however, an increasingly prevalent pattern is discernible of secular lords locating their power centres in relation to ...
Duncan W. Wright +7 more
wiley +1 more source
Journal of Civil Engineering and Management, 2000 The basic element of building, wall, must satisfty not only requirements for strength, stability, but also for cracking. Experiments and practice show that in many cases external decoration layers of external walls are cracked.
Gediminas Marčiukaitis +1 more
doaj +1 more source
Large language model for post‐earthquake structural damage assessment of buildings
Computer-Aided Civil and Infrastructure Engineering, EarlyView.Abstract A rapid and accurate assessment of structural damage to buildings in the aftermath of earthquakes is critical to emergency responses and engineering retrofit decisions. However, current in situ building damage assessment is primarily conducted through visual inspections by engineering professionals and deep learning techniques using single ...
Yongqing Jiang +3 more
wiley +1 more source
A comparison between the MEXE and Pippard's methods of assessing the load carrying capacity of masonry arch bridges [PDF]
, 2013 The Military Engineering eXperimental Establishment (MEXE) method is a long established system of masonry arch load carrying capacity assessment. It has been subject to review in recent years and some shortcomings have been identified.
Haynes, BJ, Melbourne, C, Wang, J
core
Computer-Aided Civil and Infrastructure Engineering, EarlyView.Abstract Automated crack segmentation models are vital for infrastructure monitoring but fail when deployed in new domains. Overcoming this domain shift without costly re‐annotation is vital. This paper presents a novel unsupervised domain adaptation framework that uniquely integrates Fourier‐based style transfer with targeted morphological operators ...
Saheli Bhattacharya +4 more
wiley +1 more source
Design of bond strength testing method of concrete layers for creating a material model
Acta Polytechnica CTU ProceedingsThe need to determine the bond strength of concrete layers in structural modeling is quite frequent and often encounters a lack of relevant experimental data due to the large number of variables which affect the bond strength.
Marek Kříž +3 more
doaj +1 more source
SEISMIC DAMAGE OF BELL TOWERS [PDF]
, 2013 some studies on towers after recent earthquake in Emilia Romagna ...
Di Tommaso, Angelo
core +1 more source
Computer-Aided Civil and Infrastructure Engineering, EarlyView.Abstract While machine learning (ML) has advanced image‐based damage detection, a critical gap remains: the automated translation of detected damage into standardized condition ratings used in structural assessments. Most existing approaches stop at semantic segmentation, overlooking the damage rating step essential for practical inspections.
Rona Firdes Çelik +2 more
wiley +1 more source
Evaluating the impact of climate change on hurricane wind risk: A machine learning approach
Risk Analysis, EarlyView.Abstract In the residential sector, hurricane winds are a major contributor to storm‐related losses, with substantial annual costs to the US economy. With the potential increase in hurricane intensity in changing climate conditions, hurricane impacts are expected to worsen.
Chi‐Ying Lin, Eun Jeong Cha
wiley +1 more source