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Collapse of Paper Pulp Tank 纸浆槽倒塌
IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-02-02 DOI: 10.1080/10168664.2023.2282453
Anssi Laaksonen, Ralf Lindberg
The paper pulp tank in Valkeakoski, Finland, collapsed on 27 March 1996. The volume and height of the steel tank was 6000 m3 and 35.5 m, respectively. The collapse occurred during test filling with...
1996 年 3 月 27 日,芬兰瓦尔卡科斯基的纸浆罐发生坍塌。钢罐的容积和高度分别为 6000 立方米和 35.5 米。坍塌发生在试装纸浆的过程中...
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引用次数: 0
IABSE Collective Members IABSE 集体成员
IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-02-02 DOI: 10.1080/10168664.2024.2310368
Published in Structural Engineering International (Vol. 34, No. 1, 2024)
发表于《国际结构工程》(第 34 卷,第 1 期,2024 年)
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引用次数: 0
Young Engineers Colloquium 2023, Organised by the Belgian and Dutch National Groups 2023 年青年工程师座谈会,由比利时和荷兰国家小组组织
IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-02-02 DOI: 10.1080/10168664.2024.2298105
Published in Structural Engineering International (Vol. 34, No. 1, 2024)
发表于《国际结构工程》(第 34 卷,第 1 期,2024 年)
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引用次数: 0
A Simplified Approach to Recognize Vortex-Induced Vibration Response Using Machine Learning 利用机器学习识别涡流诱导振动响应的简化方法
IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-01-19 DOI: 10.1080/10168664.2023.2287460
Dr Zhengxi Yan, Shixiong Zheng, Dr Fengfan Yang, Dr Xueyang Tai, Dr Zhiqiang Chen
The vortex-induced vibration (VIV) problem has been of critical concern for the wind-resistance of long-span bridges. Usually there are four types of approach for VIV studies: wind tunnel tests, fi...
涡流诱导振动(VIV)问题一直是大跨度桥梁抗风能力的关键问题。通常有四种方法用于 VIV 研究:风洞试验、火花试验、涡流试验和振动试验。
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引用次数: 0
Safety Assessment of Brazilian Concrete Bridges Through Reliability Analysis 通过可靠性分析对巴西混凝土桥梁进行安全评估
IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2024-01-18 DOI: 10.1080/10168664.2023.2288386
Ademir F. Santos, Maurício S. Bonatte, Dr Hélder S. Sousa, Túlio N. Bittencourt, José C. Matos
This paper addresses the need for accurate and objective safety assessments of bridges in Brazil taking into account the increase in traffic load and limited funding for infrastructure. In Brazil, ...
考虑到交通负荷的增加和基础设施资金的有限,本文论述了对巴西桥梁进行准确、客观的安全评估的必要性。在巴西,...
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引用次数: 0
Design Concept and Experimental Study of Steel Shell–Concrete Composite Pylon 钢壳混凝土复合材料塔架的设计理念与实验研究
IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-12-22 DOI: 10.1080/10168664.2023.2190763
Bing Cui, Huan-Ling Wu, Can-Hui Zhao, Xin Nie, Zhi-Ming Guo, Le-Yong Wei
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引用次数: 0
Eminent Structural Engineer: Jorge Gutiérrez 杰出结构工程师:豪尔赫-古铁雷斯
IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-12-20 DOI: 10.1080/10168664.2023.2232395
Oscar Arce
Published in Structural Engineering International (Ahead of Print, 2023)
发表于《国际结构工程》(2023 年提前出版)
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引用次数: 0
Dynamic Calibration of the Transverse Elastic Modulus of Shredded Rubber for Use in Seismic Isolation 用于隔震的切碎橡胶横向弹性模量的动态校准
IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-12-19 DOI: 10.1080/10168664.2023.2274462
Facundo Cuervo, Dr Martín Domizio, Daniel Ambrosini
Seismic isolation aims to prevent the direct transmission of seismic wave energy to the main resistant structure. Typically, this is achieved by using a flexible support system that isolates the ba...
隔震的目的是防止地震波能量直接传递到主要抗震结构。通常情况下,这是通过使用柔性支撑系统来实现的,该系统可将主抗震结构隔离开来。
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引用次数: 0
Dynamic Performance of Multi-Column Removal Framed Structures Subjected to Impact and Heaped Loads 承受冲击和堆载的多柱拆除框架结构的动力性能
IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-12-07 DOI: 10.1080/10168664.2023.2271500
Yi Cheng, Jun Liu PhD, Lei Sun, Zhimin Xiao, Chen Ou
The dynamic performance of a multi-column removal frame (MCRF) suffering from accidental impacts and uniform superstructure loads has largely been neglected in previous studies. To this end, a one-...
在以往的研究中,多柱拆除框架(MCRF)在遭受意外撞击和均匀上部结构荷载时的动态性能在很大程度上被忽视了。为此,采用了一种单...
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引用次数: 0
Assessment of Railway Bridge Reliability Using Load Measurement Data 基于荷载测量数据的铁路桥梁可靠性评估
IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Pub Date : 2023-12-01 DOI: 10.1080/10168664.2023.2260418
Oliver Kübler Dr, Paul-Remo Wagner Dr, Blaise Girardin MSc, Herbert Friedl MSc, Matthias Schubert Dr
A methodology is introduced that allows to determine the reliability of railway bridges subject to freight trains and which comply with code based assessment according to the Swiss structural code ...
介绍了一种方法,可以确定铁路桥梁受货运列车影响的可靠性,并根据瑞士结构规范进行基于代码的评估。
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引用次数: 0
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