Titlebook: Structural Analysis of Historical Constructions; SAHC 2023 - Volume 2 Yohei Endo,Toshikazu Hanazato Conference proceedings 2024 RILEM 2024

Certainty

皺痕

strdulate

Proposal of Strength Estimation Formula of Wall Clays Using Multiple Regression Analysis75?mm. The estimation formulas for the compression and shear strengths of the wall clay agreed with the measured values when the soil test data, water content, and density of the wall soil during construction and after drying were combined. Furthermore, shear strength could be estimated using the pa

foliage

Numerical Investigation of the Properties of Unreinforced and Reinforced Nepalese Historical Brick Mas 310?MPa. A homogenous macro model was used in ABAQUS software to reproduce a previously performed three-point bending test of a prism built of brick masonry in earth mortar. Material properties such as density, E, and Poisson’s ratio were input to the software. The displacement value obtained was

Amplify

保守

Robust

Lateral Capacity Assessment of the Main Pyramid of Huaca de la Luna (Peru) Using 2D Finite Element Minuous description is adopted for the remaining part of the model. The analysis is performed in Abaqus/CAE Explicit using concrete-damaged plasticity and Mohr-Coulomb formulation for adobe construction and soft soils, respectively. The time-evolution of elastic strain and dissipative plastic energy

Arresting

正式通知

Stability Interpretation for the Tomb of King Muryeong and the Royal Tombs in Baekje Kingdom of Ancidetachment occurred in all vulnerable parts. However, the displacement analysis confirmed the sagging behavior for the lintel in the Tomb No. 5, which also appeared in the position transducer installed at the Tomb No. 5, indicating that minute movement occurred. It is estimated that the steel suppor

ventilate