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Titlebook: 12th International Conference on Structural Engineering and Construction Management; Proceedings of the I Ranjith Dissanayake,Priyan Mendis

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樓主: Addendum
11#
發(fā)表于 2025-3-23 12:23:53 | 只看該作者
12#
發(fā)表于 2025-3-23 15:54:50 | 只看該作者
13#
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14#
發(fā)表于 2025-3-24 00:32:37 | 只看該作者
Systemic Consultancy, Theory and Applicationthe designs do not reveal the true anticipated behavior when subjected to dynamic conditions. The slab deflection may not be in the desired limit conditions when the load frequency gets different to the fundamental natural frequency of the floor structure and thus produces floor vibrations which is
15#
發(fā)表于 2025-3-24 03:48:05 | 只看該作者
Contributions to Management Sciencetion purposes. This paper presents the detailed investigation on the cracks appeared on the peripheral walls of four oxidation ditches at a wastewater treatment plant and its structural health monitoring process. According to literature, cracking may be occurred due to different causes such as loadi
16#
發(fā)表于 2025-3-24 09:23:30 | 只看該作者
17#
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18#
發(fā)表于 2025-3-24 15:04:58 | 只看該作者
https://doi.org/10.1007/978-3-319-95999-3ate the depth of degradation and section capacity, only crack length and width are commonly documented. The typical ultrasonic pulse velocity (UPV)-based test setup available for crack depth measurement uses compression waves and two transducers, as a transmitter and a receiver. Since the crack dept
19#
發(fā)表于 2025-3-24 19:35:30 | 只看該作者
Optimization by Gradient Boostingructed in 1943. Structural plans for the bridge are unavailable. This paper details the methods used to determine the safe live load carrying capacity of the bridge based on diagnostic load testing. Load Factor Ratings were determined for legal truck loads in accordance with the AASHTO Manual for Br
20#
發(fā)表于 2025-3-25 03:14:00 | 只看該作者
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