Results 71 to 80 of about 2,666 (194)
Experimental Study on Seismic Performance of Rammed Earth and Rubble Masonry Walls
Rammed earth and rubble masonry walls are constructed using raw stones as aggregate and native soil as binding material. To investigate the impact of different configurations on the seismic performance of rammed earth and rubble masonry wall, four wall ...
Yang Liu +3 more
doaj +1 more source
Experimental Evaluation of Shear Behavior of Stone Masonry Wall. [PDF]
Beconcini ML +4 more
europepmc +1 more source
Abstract Pedro de Ayala served as a diplomat for King Ferdinand II of Aragon and Queen Isabella I of Castile at the courts of Henry VII, King of England, and James IV, King of Scots. In July 1498, he wrote a letter, partly in cipher, to report to his king and queen on such matters as Spain's interests in international diplomacy; the characters and ...
Adrian William Jaime +2 more
wiley +1 more source
STUDY ON EMPIRICAL SEISMIC CODAL GUIDELINES FOR MASONRY BUILDINGS IN KOLLAM, KERALA, INDIA [PDF]
Masonry structures fail miserably due to lateral loads. Recent earthquakes in India and the world and the resulting losses highlighted the structural inadequacy of masonry buildings to seismic loads. Increase in frequency of earthquake in Kerala recently
N. S. POTTY, M. SIRAJUDDIN
doaj
Experimental Study on the Seismic Performance of a Partition Damped Wall-Filled Frame Structure
In the past, earthquakes have caused significant damage to traditional masonry filler wall frame structures. To solve this problem, a new design scheme, the partition damping filler wall, is proposed in this paper to reduce the interaction between the ...
Shuainan Zhai +6 more
doaj +1 more source
Based on the validated LS‐DYNA model, this study carried out a series of simulations on Phosphogypsum‐Rock Wool‐Phosphogypsum (P‐RW‐P) sandwich lightweight partition wallboards under impact load. The effects of structural and impact load parameters on their impact performance of P‐RW‐P wallboards were systematically analyzed, providing a basis for the ...
Min Huang +6 more
wiley +1 more source
This paper presents the development of analytical fragility and vulnerability functions for flexure‐controlled partially grouted reinforced masonry (RM) buildings that are representative of Colombian urban areas, with the goal of enhancing national seismic risk assessments.
Juan C. Reyes +4 more
wiley +1 more source
From Observed Damage to Executable Repair Quantities: The RELA Repair Module
Postearthquake workflows currently support three distinct classes of decisions: safety clearance through rapid tagging, portfolio‐level economic damage estimation through probabilistic loss models, and field inspections based on locally defined survey forms, which may subsequently trigger project‐specific strengthening through retrofit design. However,
Zoran Stojadinović +6 more
wiley +1 more source
A Bayesian Framework for Empirical Estimation of Post‐Earthquake Building Inspection Time
Building safety inspections can be an impeding determinant of post‐earthquake recovery, yet their durations remain inadequately quantified because fine‐grained operational data are rarely available. Here, we present a probabilistic Bayesian framework to quantify building‐level inspection time, calibrated against a comprehensive multiagency dataset from
Lianyan Li +3 more
wiley +1 more source
ABSTRACT This study focuses on two terracotta incense burners discovered in the Daba Al‐Bayah necropolis in the Musandam Peninsula (Oman), associated with an Iron Age collective tomb (LCG‐2). Through gas chromatography–mass spectrometry (GC‐MS), the organic residues preserved within these artifacts were analyzed to investigate their use and ...
Francesco Genchi +3 more
wiley +1 more source

