Innovative Methodologies for Resilient Buildings and Cities

Editorial

12 July 2019

Editorial: Innovative Methodologies for Resilient Buildings and Cities

Izuru Takewaki

Masayuki Kohiyama

Tomaso Trombetti

Solomon Tesfamariam

and

Xinzheng Lu

2,480 views

0 citations

Editors

Izuru Takewaki

Kyoto Arts and Crafts University

Masayuki Kohiyama

Keio University Shonan Fujisawa Campus

Tomaso Trombetti

University of Bologna

Solomon Tesfamariam

Faculty of Engineering, University of Waterloo

Xinzheng Lu

Tsinghua University

Impact

Distribution of added damping coefficients, ∑dmax,i/dy with respect to step number and the distribution of dmax,i/dy under the critical double impulse for Model 3 (Problem 2): (A) Elastic limit, (B) V = 0.84 [m/s], (C) V = 1.23 [m/s].

Original Research

07 March 2019

Optimal Viscous Damper Placement for Elastic-Plastic MDOF Structures Under Critical Double Impulse

Hiroki Akehashi

and

Izuru Takewaki

5,192 views

48 citations

Response spectra of scaled ground motions at (A) the 2/50 hazard level, (B) the 10/50 hazard level, and (C) the 40/50 hazard level (Target spectrum from Natural Resources Canada (NRC), 2016).

Original Research

14 March 2019

Influence of the Brace Configurations on the Seismic Performance of Steel Concentrically Braced Frames

T. Y. Yang

, 1 more and

Lisa Tobber

17,187 views

16 citations

Specimens after installation (A) Elbow joint (B) Tee joint (DN150) (C) Tee joint (DN80).

Original Research

17 April 2019

Experiments and Fragility Analyses of Piping Systems Connected by Grooved Fit Joints With Large Deformability

Tao Wang

, 2 more and

Jichao Li

3,411 views

16 citations

Roof shape for each building in the St. Alban learning set. Roof shapes seem to be closely related with typological classes.

Original Research

17 April 2019

Application of Association Rules to Determine Building Typological Classes for Seismic Damage Predictions at Regional Scale: The Case Study of Basel

Lorenzo Diana

, 2 more and

Pierino Lestuzzi

2,739 views

9 citations

Process of constructing critical fault model (variation of seismic moment in each fault element). (A) Setting of nominal model. (B) Variation of seismic moment at control point. (C) Interpolation of seismic moments at all points from values at control points. (D) Determination of seismic moments at all points by using bi-cubic spline function. (E) Set the asperity from the obtained seismic moment distribution. (F) Termination of assignment of seismic moment.

Original Research

22 January 2019

Finite Difference Method-Based Critical Ground Motion and Robustness Evaluation for Long-Period Building Structures Under Uncertainty in Fault Rupture

Koki Makita

, 1 more and

Izuru Takewaki

2,627 views

6 citations

Schematic and test results of the MHRPC frame. (A) Deformation of MHRPC frame under column removal scenario. (B) Details of beam-column joint. (C) Comparison of the seismic cyclic performance between MHRPC and conventional RC frames. (D) Comparison of the progressive collapse performance between MHRPC and conventional RC frames. (E) Test setups (Lin et al., in press).

Original Research

04 December 2018

Analytical Model for Multi-Hazard Resilient Prefabricated Concrete Frame Considering Earthquake and Column Removal Scenarios

Kaiqi Lin

, 3 more and

Lieping Ye

3,018 views

2 citations

Original Research

07 November 2018

Critical Ground Motion for Resilient Building Design Considering Uncertainty of Fault Rupture Slip

Koki Makita

, 1 more and

Izuru Takewaki

2,243 views

6 citations

Code-conforming RC frame buildings; (A) Frame plan, (B) Frame elevations and types, and (C) typical columns and beams detailing.

Original Research

18 October 2018

Seismic Collapse Risk Assessment of Code-Conforming RC Moment Resisting Frame Buildings Designed With 2014 Canadian Standard Association Standard A23.3

Nurbaiah Mohammad Noh

and

Solomon Tesfamariam

4,762 views

10 citations

Open for submission

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