Structural Integrity

Volume 11

Series Editors

José A. F. O. Correia, Faculty of Engineering, University of Porto, Porto, PortugalAbílio M. P. De Jesus, Faculty of Engineering, University of Porto, Porto, Portugal

Advisory Editors

Majid Reza Ayatollahi, School of Mechanical Engineering, Iran Universityof Science and Technology, Tehran, IranFilippo Berto, Department of Mechanical and Industrial Engineering,Faculty of Engineering, Norwegian University of Science and Technology,Trondheim, NorwayAlfonso Fernández-Canteli, Faculty of Engineering, University of Oviedo,Gijón, SpainMatthew Hebdon, Virginia State University, Virginia Tech, Blacksburg, VA, USAAndrei Kotousov, School of Mechanical Engineering, University of Adelaide,Adelaide, SA, AustraliaGrzegorz Lesiuk, Faculty of Mechanical Engineering, Wrocław Universityof Science and Technology, Wrocław, PolandYukitaka Murakami, Faculty of Engineering, Kyushu University, Higashiku,Fukuoka, JapanHermes Carvalho, Department of Structural Engineering, Federal Universityof Minas Gerais, Belo Horizonte, Minas Gerais, BrazilShun-Peng Zhu, School of Mechatronics Engineering, University of ElectronicScience and Technology of China, Chengdu, Sichuan, China

The Structural Integrity book series is a high level academic and professional seriespublishing research on all areas of Structural Integrity. It promotes and expeditesthe dissemination of new research results and tutorial views in the structuralintegrity field.

The Series publishes research monographs, professional books, handbooks,edited volumes and textbooks with worldwide distribution to engineers,researchers, educators, professionals and libraries.

Topics of interested include but are not limited to:

– Structural integrity– Structural durability– Degradation and conservation of materials and structures– Dynamic and seismic structural analysis– Fatigue and fracture of materials and structures– Risk analysis and safety of materials and structural mechanics– Fracture Mechanics– Damage mechanics– Analytical and numerical simulation of materials and structures– Computational mechanics– Structural design methodology– Experimental methods applied to structural integrity– Multiaxial fatigue and complex loading effects of materials and structures– Fatigue corrosion analysis– Scale effects in the fatigue analysis of materials and structures– Fatigue structural integrity– Structural integrity in railway and highway systems– Sustainable structural design– Structural loads characterization– Structural health monitoring– Adhesives connections integrity– Rock and soil structural integrity

Springer and the Series Editors welcome book ideas from authors. Potentialauthors who wish to submit a book proposal should contact Dr. Mayra Castro,Senior Editor, Springer (Heidelberg), e-mail: mayra.castro@springer.com

More information about this series at http://www.springer.com/series/15775

António Arêde • Cristina CostaEditors

Proceedings of ARCH 20199th International Conference on Arch Bridges

123

EditorsAntónio ArêdeFaculdade de EngenhariaUniversity of PortoPorto, Portugal

Cristina CostaSchool of Technology,Department of EngineeringPolytechnic Institute of TomarTomar, Portugal

ISSN 2522-560X ISSN 2522-5618 (electronic)Structural IntegrityISBN 978-3-030-29226-3 ISBN 978-3-030-29227-0 (eBook)https://doi.org/10.1007/978-3-030-29227-0

© Springer Nature Switzerland AG 2020, corrected publication 2020This work is subject to copyright. All rights are reserved by the Publisher, whether the whole or partof the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations,recitation, broadcasting, reproduction on microfilms or in any other physical way, and transmissionor information storage and retrieval, electronic adaptation, computer software, or by similar or dissimilarmethodology now known or hereafter developed.The use of general descriptive names, registered names, trademarks, service marks, etc. in thispublication does not imply, even in the absence of a specific statement, that such names are exempt fromthe relevant protective laws and regulations and therefore free for general use.The publisher, the authors and the editors are safe to assume that the advice and information in thisbook are believed to be true and accurate at the date of publication. Neither the publisher nor theauthors or the editors give a warranty, expressed or implied, with respect to the material containedherein or for any errors or omissions that may have been made. The publisher remains neutral with regardto jurisdictional claims in published maps and institutional affiliations.

This Springer imprint is published by the registered company Springer Nature Switzerland AGThe registered company address is: Gewerbestrasse 11, 6330 Cham, Switzerland

Preface

Arch structures, somehow inspired in nature-based forms since remote times,provide examples of remarkable masterpieces of engineering art and skills. In whatconcerns bridges, arch ones have lasted for centuries to present time in fairly goodconservation state and still coexisting with other modern and quite different bridgetypologies. By exploring the stable compression state of materials, arch bridgesclearly remain competitive as evidenced by recent examples near 400-m span builtunder highly demanding requirements.

Arch bridges’ science and technology therefore persist as a key issue inengineering as shown by the high-quality and successful eight previous interna-tional conferences on arch bridges held in UK 1995, Italy 1998, France 2001, Spain2004, Portugal 2007, China 2010, Croatia 2013, and Poland 2016.

Stemming from such heritage, the 9th International Conference on Arch Bridges(ARCH 2019) is held in Porto, Portugal, during October 2–4, 2019, organized theFaculty of Engineering of the University of Porto. This conference provides aninternational forum for all those who deal with arch bridge structures, namelyscientists, designers, technicians, stakeholders, and contractors, seeking for relatedknowledge, experience, and specialized information exchange and diffusion.

The conference addresses key topics related to arch bridges, such as historical,analytical, numerical, and experimental investigations, design and construction,rehabilitation, maintenance and condition assessment, and future trends. Threespecial sessions were organized and included in the program, focusing on“Experimental and numerical assessment,” “Design and Construction,” and“Structural rehabilitation and maintenance.”

Full contributions presented in ARCH 2019, including five invited keynotepapers and 99 research and technical papers, were prepared by authors from 26countries and are assembled in the conference proceedings published in this volumeof the Springer Structural Integrity book series. Papers are distributed in six partscovering the following topics: (i) heritage arch bridges; (ii) analytic and numericalstudies of arch structures; (iii) analytic and numerical studies of arch structures;(iv) design and construction of arch bridges; (v) rehabilitation, maintenance, andcondition assessment of arch bridges, and (vi) new and future trends in arch bridges.

v

The organizing committee of ARCH 2019 expresses a special acknowledgmentto all participants and authors for their valuable contributions for this book series, tothe special session organizers for their commitment, to the advisory and scientificcommittee members for their careful work and to all sponsors for their institutionaland financial support. Also, the Springer is fully acknowledged for the support tothe Structural Integrity book series.

October 2019 António ArêdeCristina Costa

vi Preface

Sponsors

Conference Organization

Silver Sponsors

Bronze Sponsors

vii

Other Sponsors

viii Sponsors

Contents

Keynote Lectures

Masonry Bridges and Viaducts: Testing, Mechanics, RetrofittingTowards an Extended Life . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3Antonio Brencich

History of Arch Bridges in Portugal . . . . . . . . . . . . . . . . . . . . . . . . . . . 31Júlio Appleton

Arch Bridges or Bridges with Arches, Elegant and EfficientSolutions to Cross an Obstacle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51Vincent de Ville de Goyet

Challenge and Development of Long Span Arch Bridges in Statics,Dynamics and Aerodynamics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71Yaojun Ge

Arch Bridges in Italy and the Role of Riccardo Morandiin the Last Century . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92Enzo Siviero and Alberto Zanchettin

Heritage Arch Bridges

Old Bridges in Bragança – Building a Landscape Heritage . . . . . . . . . . 101Daniel Vale

Strategies and Conservation Concepts in the Bridge of Arcoin Marco de Canaveses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109Miguel Malheiro and Aníbal Costa

Analytic and Numerical Studies of Arch Structures

Nonlinear Analysis of a Multispan Stone Masonry Bridge UnderRailway Traffic Loading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 119Rúben Silva, Cristina Costa, and António Arêde

ix

Contributions on Refined Modelling of Stone Arch Bridges . . . . . . . . . . 128Cristina Costa and António Arêde

Impact of Boundary Conditions on the Soil-Steel Arch BridgeBehaviour Under Seismic Excitation . . . . . . . . . . . . . . . . . . . . . . . . . . . 136Tomasz Maleska and Damian Beben

Closed-Form Solution for In-plane Nonlinear Elastic Bucklingof Parabolic Three-Pinned Arches . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145Chang-Fu Hu and Xiao-Qian Liu

Consequences of Simplifications in Modelling and Analysisof Masonry Arch Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 153Tomasz Kamiński

Numerical Investigation on the Behavior of Skewed ConcreteTied Arch Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 161Mohamed A. Azim Elewa

Effect of Different Debonding Degree on Mechanical Behaviorof CFST Truss Arch Ribs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 170Yan Yang, Junping Liu, and Lan Li

Modelling Backfill in Masonry Arch Bridges: A DEM Approach . . . . . 178Vasilis Sarhosis, Tamás Forgács, and Jose V. Lemos

Behavior of Concrete Tied Arch Railway Bridges UnderMoving Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 185Mohamed A. Azim Elewa and Eslam Sayed Youssef

Experimental and Numerical Assessment of an Old BackfilledConcrete Arch Bridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 194Tomasz Kamiński, Mieszko Kużawa, and Jan Bień

Medium Span Flat Arch Bridges: Efficient or not? . . . . . . . . . . . . . . . . 203Riccardo Stroscio

Dynamic Amplification of Curved Beams Subjected to a MovingPoint Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 212Jack Smith and Sinan Acikgoz

Mechanical Role of Spandrel Walls on the Capacity of MasonryArch Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 221Tamás Forgács, Szilveszter Rendes, Sándor Ádány,and Vasilis Sarhosis

Geometric Non-linear Form-Finding Design for Optimal TiedArch Bridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 230Esko Järvenpää, Rauno Heikkilä, and Matti-Esko Järvenpää

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Investigation of Deformations in Flexible Soil-Steel Arch BridgeBased on Strain Gauges’ Measurements . . . . . . . . . . . . . . . . . . . . . . . . . 238Czesław Machelski and Piotr Tomala

Construction Loads of the Flexible Arch Bridges . . . . . . . . . . . . . . . . . . 246Czesław Machelski and Piotr Tomala

Investigations on Welded Splices of Heavy HD Sectionsin Net-Arch Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 255Teodora Bogdan, Mike Tibolt, Miguel Candeias, Wojciech Ochojski,and Dennis Rademacher

Stiffness Identification of Truss Joints of the Nam O Bridge Basedon Vibration Measurements and Model Updating . . . . . . . . . . . . . . . . . 264Hoa Tran-Ngoc, Samir Khatir, Guido De Roeck, Thanh Bui-Tien,Long Nguyen-Ngoc, and Magd Abdel Wahab

Photogrammetric Modelling of a Stone Bridge for Structural Analysis . . . 273Harold Schuch, Carnot L. Nogueira, Frederick R. Rutz, and Kevin L. Rens

Comparative Study of the Proportions and Efficiencyof Steel Arch Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 280Konstantinos Kris Mermigas and Hongyou Wang

The Mechanism Method in the Analysis of Two-Span MasonryArch Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 289Fernando Saitta, Paolo Clemente, Giacomo Buffarini,and Giovanni Bongiovanni

Seismic Reliability Analysis: Application to an ExistingSingle-Span Open-Spandrel RC Arch Bridge . . . . . . . . . . . . . . . . . . . . . 298Mariano Angelo Zanini, Lorenzo Hofer, Flora Faleschini,and Carlo Pellegrino

Limit Analysis of Masonry Arch Bridges Using DiscontinuityLayout Optimization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 307Matthew Gilbert, John Valentino, Colin Smith, and Tom Pritchard

Modelling Masonry Arch Bridges Containing InternalSpandrel Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 315Serena Amodio, Matthew Gilbert, and Colin Smith

Lower Bound Stress Fields in the Limit Analysis of Soil-FilledMasonry Arch Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 323Qi Dang, M. Gilbert, and C. C. Smith

The Arch Action Model for Shear Capacity Assessmentsof Prestressed Beams with Parallel Chords . . . . . . . . . . . . . . . . . . . . . . 331Philipp Gleich and Reinhard Maurer

Contents xi

Analysis Methods and Seismic Strengthening of Existing MasonryArch Bridges of the Conventional Railway Network . . . . . . . . . . . . . . . 340Franco Iacobini, Marco Tisalvi, Andrea Vecchi,Francesco Iodice, and Alberto Mauro

Using Thrust Lines to Calculate the Kinematic Collapse Multiplierfor Retrofitting Masonry Arch Bridges . . . . . . . . . . . . . . . . . . . . . . . . . 349Giuseppe Stagnitto and Alessandro Pederzani

Lateral Stability of Network Arch Bridges . . . . . . . . . . . . . . . . . . . . . . . 358Cyrille Denis Tetougueni, Paolo Zampieri, and Carlo Pellegrino

Experimental Studies of Arch Structures

Experimental Research on Effects of Debonding on CircularCFST Columns with Different Slenderness Ratios . . . . . . . . . . . . . . . . . 369Junqing Xue, Yifei Zhang, Bruno Briseghella, and Baochun Chen

Experimental Study on the Spatial Mechanical Behaviorof CFST X-Shaped Arches Subjected to Non-directional Loads . . . . . . . 378Jiangang Wei, Zhitao Xie, Qingxiong Wu, Baochun Chen,and Jianchun Ping

Segmental Model Test of a Sunflower Arch Bridgeand Joint Optimal Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 386Yonghui Huang, Airong Liu, and Rui Rao

Dynamic Characterization of a Stress Ribbon and ButterflyArch Pedestrian Bridge Using Wireless Measurements . . . . . . . . . . . . . 395Leqia He, Zhiyong Zhang, Giuseppe Carlo Marano, Bruno Briseghella,Junqing Xue, and Zhengbin Ni

Experimental Study on Creep of Concrete Filled Steel TubeUnder Eccentric Compression . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 404Xiuying Lai, Zhaoyu Chen, and Baochun Chen

Experimental and Numerical Investigations of a SegmentalMasonry Arch Subjected to Horizontal Settlements . . . . . . . . . . . . . . . . 413Maria-Giovanna Masciotta, Daniele Brigante, Alberto Barontini,Daniele Pellegrini, Paulo B. Lourenço, Giovanni Fabbrocino,Cristina Padovani, and Maria Girardi

The Marsh Lane Railway Viaduct: 2 Years of Monitoringwith Combined Sensing and Surveying Technologies . . . . . . . . . . . . . . . 422Sinan Acikgoz, Haris Alexakis, Cong Ye,Andrea Franza, and Matthew DeJong

xii Contents

Uncommon University Initiatives in Arch Bridges Education . . . . . . . . . 430Paweł Hawryszków and Krzysztof Galik

Comparative Evaluation of Monitoring Technologiesfor a Historic Skewed Masonry Arch Railway Bridge . . . . . . . . . . . . . . 439Sam Cocking, Daniel Thompson, and Matthew DeJong

Anomaly Detection Based on Automated OMA and Mode ShapeChanges: Application on a Historic Arch Bridge . . . . . . . . . . . . . . . . . . 447Gabriele Marrongelli, Carmelo Gentile, and Antonella Saisi

Preliminary Structural Assessment of a Multi-span MasonryArch Bridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 456Paolo Borlenghi, Antonella Saisi, and Carmelo Gentile

Assessment of a Medieval Arch Bridge Resortingto Non-destructive Techniques and Numerical Tools . . . . . . . . . . . . . . . 464Daniel V. Oliveira, Reza Allahvirdizadeh, Ana Sánchez, Belen Riveiro,Nuno Mendes, Rui A. Silva, and Francisco M. Fernandes

Static and Dynamic Testing of a Road Arch Bridgein Rabka Zdroj, Poland . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 473Paweł Hawryszków and Wojciech Zielichowski-Haber

Experimental Investigation of Arching Effects in PrestressedConcrete Beams with Parallel Chords . . . . . . . . . . . . . . . . . . . . . . . . . . 482Philipp Gleich and Reinhard Maurer

In-Operation Experimental Modal Analysis of a Three SpanOpen-Spandrel RC Arch Bridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 491Rosario Ceravolo, Giorgia Coletta, Erica Lenticchia, Lili Li,Antonino Quattrone, and Simone Rollo

A Low-Invasive Retrofitting Technique for Masonry Bridges:Experimental Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 500Antonio Brencich and Davide Pera

Improving the Aerodynamic Stability of Bridges. WindTunnel Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 509Solovev Sergei and Khrapunov Evgenii

Dynamic and Quasi-static Load Tests in a Railway StoneMultispan Masonry Arch Bridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 516Rúben Silva, Cristina Costa, and António Arêde

Contents xiii

Design and Construction of Arch Bridges

Crossing the Thames at Taplow: The Challenges of a SlenderArch Footbridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 527Ian Firth, Clare Taylor, Richard Jenkins, and Musa Chunge

Recent Research and Application of Arch Bridges in China . . . . . . . . . 536Baochun Chen, Junping Liu, and Tabatabai Habib

Design and Construction of Hoang van Thu Bridge in Vietnam . . . . . . 545Junping Liu, Quocbao Tran, Tan Yilong, and Baochun Chen

Design and Construction of the Hejiang Yangtze RiverHighway Bridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 553Junping Liu, Shaobin Lu, and Jianming Yuan

Comparison of Construction Schemes for ConstructingConcrete-Filled Steel Tube Tied Arch Bridgein Shallow Water Channel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 559Fei Wu, Sheng Zhou, Peng Shu, Jun Hua, Qiang Liu, and Guoli Huang

The Advantages of Steel-Concrete Composite Girder in Half-Through Concrete-Filled Steel Tube Bowstring Arch Bridge . . . . . . . . . 569Fei Wu, Donghua Xiao, Jiancheng Yuan, Sheng Zhou, Zhicheng Tan,and Zhongpeng Zou

Key Technologies and Innovations in the Construction of MatanHongshui River Super-Large Bridge . . . . . . . . . . . . . . . . . . . . . . . . . . . 578Yu Han, Zhanfeng Yang, Dayan Qin, and Jian Zheng

Tamina Canyon Bridge, Bad Ragaz, Switzerland . . . . . . . . . . . . . . . . . . 586Michael Müller, Holger Haug, and Wolfgang Eilzer

Podilskyi Arch Bridge in Kiev . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 595Michael Korniiev, Vladimir Bolikov, and Friedhelm Eric Rentmeister

Past and Present for Arch Executions . . . . . . . . . . . . . . . . . . . . . . . . . . 604Fátima Otero Vieitez

A Flat Arch Bridge Construction Method and ItsTemporary Stability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 612Riccardo Stroscio

Railway Road Bridge in Novi Sad – Steel Tied NetworkArches Over the Danube . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 621Aleksandar Bojovic and Antonio Mora Munoz

Conceptual Design of a Footbridge Over the Warta Riverin Poznań . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 630Jan Biliszczuk, Anita Luniak, Joanna Ways, Jerzy Onysyk,and Marco Teichgraeber

xiv Contents

Long Span Arch Bridges in India: Design Aspects and Aesthetics . . . . . 638R. B. Singh and Keerat Kaur Guliani

Innovative Construction Strategies for Singular Arch Bridges . . . . . . . . 646Manuel Escamilla, Borja Martín, Luis M. Salazar, Jose A. Agudelo,Héctor Faúndez, Ainhoa Marín, and Alejandro D. Salazar

The Santos – Guarujá Bridge over Santos Channel . . . . . . . . . . . . . . . . 655Marcelo Waimberg, Fernando Stucchi, Fabio Prado,and Matheus Marquese

Use of the Arch as Substitution of a Footbridge Substructure . . . . . . . . 663Alejandro Calderon Landaverde and Alejandro Calderon Ollivier

A Set of Dainty Tied-Arch Bridges: The Formal Expressionof the Structural Logic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 671José Romo

Design of Large-Span Steel-Truss Girder Railway BridgeStiffened by Flexible Arch Rib . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 679Zhengchun Xia, Wangqing Wen, Aiguo Yan, Dingguo Yan,and Xiaojiang Zhang

Viaduct Over Genil River in the New Granada Bypass.A Three Tied-Arche Innovative Bridge . . . . . . . . . . . . . . . . . . . . . . . . . 690Óscar Ramón Ramos-Gutiérrez, Javier Fernández-Dívar Sánchez,Guillermo Ortega-Carreras, Ricardo Rafael Pereira-Da Sousa,and Marcos J. Pantaleón-Prieto

Classification of Construction Methods of Arch Bridges . . . . . . . . . . . . 698Manyop Han and Byungsuk Kim

Almonte Viaduct: Design Principles and Structural Monitoring . . . . . . 706Guillermo Capellán, Emilio Merino, Miguel Sacristán, Javier Martínez,Santiago Guerra, and Pascual García

A New Arch Bridge in Georgia: A High-Seismicity Area . . . . . . . . . . . . 715Guillermo Capellán, Emilio Merino, Ysabel Guil, Pascual García,Miguel Angel Frías, and Manuel Casado

Namhangang Railway Bridge – A Series of Normaland Underslung Arches . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 723Hyung Kyoon Byun, Eric Gogny, and Hong Yong Kim

Cantilever Casting Construction Technology of Reinforced ConcreteMain Arch Ring of ShaTuo Bridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . 732Zhi-Jun He, Hong-Ju Han, Ji-Ping Guo, and Jian Yang

Contents xv

Technical Development of Long Span Concrete Filled Steel TubeArch Bridges in China . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 744Tingmin Mou, Bikun Fan, Yicheng Zhao, and Jian Liang

Reconstruction of the Butron Castle Arch Bridge . . . . . . . . . . . . . . . . . 753José Manuel Baraibar

Formworks Travelers for Two Different Types of Reinforced ConcreteArch Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 762Javier Fernandez, Jose Vicente Rajadell, and Paula Rinaudo

Rehabilitation, Maintenance and Condition Assessmentof Arch Bridges

Rehabilitation Design and Construction of an RC Arch Bridge . . . . . . . 773“Leon” Lung-Yang Lai

Bridge Asset Management in the 21st Century; a Case Study . . . . . . . . 781Ricardo N. T. Teixeira and Nicholas W. G. Trump

The Maintenance of Silver Jubilee Bridge, UK . . . . . . . . . . . . . . . . . . . 790Ray Langley

Modeling the Behavior of Radially Pinned Brick Triplets . . . . . . . . . . . 798Jonathan Haynes, Ahmed Naggasa, Levingshan Augusthus-Nelson,Feras El-Basir, and Abdulaziz Alsaleh

Influence of Temperature and Bearing Condition on the VibrationCharacteristics of a Steel Arch Bridge . . . . . . . . . . . . . . . . . . . . . . . . . . 806Yugo Fukuoka, Toshihiro Okumatsu, Shozo Nakamura,and Takafumi Nishikawa

Multi-rib Arch Bridge Strengthened by Stayed-Cableand Field Test . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 814Yiqiang Xiang

Structural Reliability of Masonry Arch Bridges Subjectto Natural Aging . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 823Gianluca Borgna, Mariano Angelo Zanini, Lorenzo Hofer,Flora Faleschini, and Jose Matos

Dynamic Investigation and Short-Monitoringof an Historic Multi-span Masonry Arch Bridge . . . . . . . . . . . . . . . . . . 831Andrea Benedetti, Mirco Tarozzi, Giacomo Pignagnoli,and Claudia Martinelli

Retrofitting of Slender Masonry Arch Bridges . . . . . . . . . . . . . . . . . . . . 840Paolo Zampieri, Nicolò Simoncello,Jaime Gonzalez-Libreros, and Carlo Pellegrino

xvi Contents

Errors and New Trends in Widening the Deck of a Road Bridge . . . . . 849Antonio Brencich, Alessandro Clemente, and Massimo Robiola

Sustainable Masonry Arch Railway Bridges . . . . . . . . . . . . . . . . . . . . . 858Zoltán Orbán

Bridge Active Monitoring for Maintenance and Structural Safety . . . . . 866Bernardino Chiaia, Giulio Ventura, Cristina Zannini Quirini,and Giulia Marasco

Application of the COST TU1406 Quality Control Frameworkto a Stone Arch Bridge in Portugal . . . . . . . . . . . . . . . . . . . . . . . . . . . . 874João Amado and Cristina Costa

Dynamic Identification and Calibration of an Arch Steel BridgeModel for the Evaluation of Corrosion Effects . . . . . . . . . . . . . . . . . . . . 883Elisa Saler, Valentina Pernechele, Filippo Lorenzoni, Lisa Biasetto,and Francesca da Porto

“Reinforced Arch Method” as Retrofitting Technique for MasonryArches. Experimental Tests and Numerical Modelling . . . . . . . . . . . . . . 892Lorenzo Jurina and Edoardo O. Radaelli

Survey Methodologies and Intervention in Stone Masonry ArchBridges: The Case Study of Esmoriz Bridge . . . . . . . . . . . . . . . . . . . . . 901Esmeralda Paupério, Rúben Silva, Cristina Costa, and António Arêde

New and Future Trends in Arch Bridges

Integral Arch Bridge of Unlimited Length . . . . . . . . . . . . . . . . . . . . . . . 911Georg Gaßner, Kerstin Fuchs, and Johann Kollegger

New Directions for the Development of Arch Bridges in Poland . . . . . . 920Jan Biliszczuk, Wojciech Lorenc, Edward Marcinków,and Krzysztof Topolewicz

New Span Range on Modular Bridges – The Arch Relevance . . . . . . . . 929António André, Inês Ferraz, Hugo Coelho, José Fernandes,and Pedro Pacheco

Three Arch Pedestrian Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 938Jiri Strasky and Radim Necas

Cable-Stiffened Hinged Arch Bridges . . . . . . . . . . . . . . . . . . . . . . . . . . . 947João Fonseca and Clemente Pinto

Correction to: Proceedings of ARCH 2019 . . . . . . . . . . . . . . . . . . . . . . . C1António Arêde and Cristina Costa

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