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  1. Development of Seismic Design Parameters for HPFRC and Multi-Material Buildings

    15 May 2014 | Publications | Contributor(s): Bora Gencturk, Ibrahim Kaymaz, Bora Acun

    Development of Seismic Design Parameters for HPFRC and Multi-Material Buildings Over the past decade various experimental studies have demonstrated the advantages of high-performance fiber...

    https://nees.org/resources/11799

  2. Direct performance-based seismic design of structures using Yield Frequency Spectra

    15 May 2014 | Publications | Contributor(s): Dimitrios Vamvatsikos, Mark Aschheim

    Direct performance-based seismic design of structures using Yield Frequency Spectra Performance-based seismic design (PBSD) hinges upon the concept of designing a structure to fulfill one or more...

    https://nees.org/resources/12021

  3. Double-HSS Links for Eccentrically Braced Frames

    15 May 2014 | Publications | Contributor(s): Brandon Price, SHIH-HO CHAO

    Double-HSS Links for Eccentrically Braced Frames This study experimentally investigates an innovative Double-HSS Link (DHL) used as the activate link in eccentrically braced frames (EBFs). Hollow...

    https://nees.org/resources/12413

  4. DRIFT ISSUES OF TALL BUILDINGS DURING THE MARCH 11, 2011 M9.0 TOHOKU EARTHQUAKE, JAPAN - IMPLICATIONS

    15 May 2014 | Publications | Contributor(s): Mehmet ÇELEBI, Izuru Okawa

    DRIFT ISSUES OF TALL BUILDINGS DURING THE MARCH 11, 2011 M9.0 TOHOKU EARTHQUAKE, JAPAN - IMPLICATIONS One of the most significant effects of the M9.0 Tohoku, Japan earthquake of March 11, 2011 is...

    https://nees.org/resources/11525

  5. Ductile Design of Slender Reinforced Concrete Structural Walls

    15 May 2014 | Publications | Contributor(s): Sriram Aaleti, Hongbo Dai, Sri Sritharan

    Ductile Design of Slender Reinforced Concrete Structural Walls Slender reinforced concrete structural walls are commonly used in mid- to high-rise buildings as a main lateral load resisting...

    https://nees.org/resources/11803

  6. Dynamic Characteristics Assessment of Steel Beam-Column Connections with Floor Slab

    15 May 2014 | Publications | Contributor(s): Kaede Minegishi, Tang Zhenyun, Yundong Shi, Masahiro Kurata

    Dynamic Characteristics Assessment of Steel Beam-Column Connections with Floor Slab Using Sub-structured Test Nondestructive condition assessment is a vital tool for evaluating the remaining...

    https://nees.org/resources/11909

  7. Dynamic seismic response and design of single-storey structures with flexible steel roof deck diaphragms

    15 May 2014 | Publications | Contributor(s): Robert Tremblay, Simon Trudel-Languedoc, Colin Rogers

    Dynamic seismic response and design of single-storey structures with flexible steel roof deck diaphragms Single-storey buildings with metal roof deck diaphragms are commonly used for commercial,...

    https://nees.org/resources/11355

  8. Earthquake Damage Potential due to Low-Cycle Fatigue in R.C. Moment Frame Buildings

    15 May 2014 | Publications | Contributor(s): James Anderson, Ahmed Mantawy

    Earthquake Damage Potential due to Low-Cycle Fatigue in R.C. Moment Frame Buildings The accumulation of seismic deformations within the elements of a reinforced concrete structure (RC) due to the...

    https://nees.org/resources/12201

  9. Earthquake resilience of a 632-meter super-tall building with energy dissipation outriggers

    15 May 2014 | Publications | Contributor(s): Ying Zhou, Cuiqiang Zhang, Xilin Lu

    Earthquake resilience of a 632-meter super-tall building with energy dissipation outriggers Multiple structural systems of super-tall buildings, including RC/SRC core walls, frames, and sometimes...

    https://nees.org/resources/11907

  10. Earthquake Resilience of Tall Buildings Using Replaceable Energy Dissipation Members

    15 May 2014 | Publications | Contributor(s): Xilin Lu, Yuanjun Mao, Yun Chen, Ying Zhou

    Earthquake Resilience of Tall Buildings Using Replaceable Energy Dissipation Members In this paper, tall building with two kinds of replaceable energy dissipation members, i.e., shear walls with...

    https://nees.org/resources/12259

  11. Effect of infill panels on the response modification factor of steel structures

    15 May 2014 | Publications | Contributor(s): Ali Massumi, Elnaz Barikani

    Effect of infilled panels on the response modification factor of steel structures Frames with masonry infilled panels are common forms of construction for steel structures. Since the seismic...

    https://nees.org/resources/12581

  12. Effect of Spandrel and Hanging Walls on Flexural Capacity of Reinforced Concrete Columns with Wing Walls

    15 May 2014 | Publications | Contributor(s): Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Shuji Kato, Youji Hosokawa

    Effect of Spandrel and Hanging Walls on Flexural Capacity of Reinforced Concrete Columns with Wing Walls Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Shuji Kato, Youji Hosokawa Structural tests and...

    https://nees.org/resources/11133

  13. Effect of Strong-Column Weak-Beam Ratio and Column Depths on Steel Special Moment Frame Behavior

    15 May 2014 | Publications | Contributor(s): Ozgur Atlayan, Finley A. Charney

    Effect of Strong-Column Weak-Beam Ratio and Column Depths on Steel Special Moment Frame Behavior Two important design decisions for steel Special Moment Frames (SMF) are the Strong-Column...

    https://nees.org/resources/12353

  14. Effects of Bi-directional Lateral Loadings on Strength and Deformability of Reinforced Concrete Walls with/without Boundary Columns

    15 May 2014 | Publications | Contributor(s): Toshimi Kabeyasawa, Shuji Kato, Mitsuharu Sato, Youji Hosokawa, Hiroshi Fukuyama, Toshikazu Kabeyasawa, Masanori Tani, Yousok Kim

    Effects of Bi-directional Lateral Loadings on Strength and Deformability of Reinforced Concrete Walls with/without Boundary Columns Toshimi Kabeyasawa, Shuji Kato, Mitsuharu Sato, Youji Hosokawa,...

    https://nees.org/resources/11153

  15. Effects of bracing configuration on seismic behavior of tall steel structures subjected to earthquake ground motions

    15 May 2014 | Publications | Contributor(s): Hediyeh Sheikh, Ali Massumi

    Effects of bracing configuration on seismic behavior of tall steel structures subjected to horizontal and vertical ground motions Ali Massumi, Hediyeh Sheikh Nowadays, tending to use tall steel...

    https://nees.org/resources/11265

  16. Effects of End Region Confinement on Seismic Performance of RC Cantilever Walls

    15 May 2014 | Publications | Contributor(s): Rafik Taleb, Susumu Kono, Masanori Tani, Masanobu Sakashita

    Effects of End Region Confinement on the Seismic Performance of Reinforced Concrete Cantilever Walls Reinforced concrete (RC) structural walls are a commonly used lateral-load resisting components...

    https://nees.org/resources/11655

  17. EFFECTS OF SHEAR WALL RATIO ON THE SEISMIC BEHAVIOUR OF BUILDINGS HAVING INADEQUATE SEISMIC RESISTANCE

    15 May 2014 | Publications | Contributor(s): Özgür Yurdakul, Özgür Avşar, Onur Tunaboyu

    EFFECTS OF SHEAR WALL RATIO ON THE SEISMIC BEHAVIOUR OF BUILDINGS HAVING INADEQUATE SEISMIC RESISTANCE Although there are several reinforced concrete (RC) structures designed for earthquake which...

    https://nees.org/resources/12529

  18. Effects of the Seismic Vertical Component on Structural Behavior – An Analytical Study of Current Code Practices and Potential Areas of Improvement

    15 May 2014 | Publications | Contributor(s): Masume Dana, Andrew Cussen, Y.N. Chen, Chris Davis, Michael Greer, Jonas Houston, Paul Littler, Ali Roufegarinejad

    Effects of the Vertical Component of the Seismic Motion on Structural Behavior – An Analytical Study of Current Code Practices and Potential Areas of Improvement Structural engineers have...

    https://nees.org/resources/12049

  19. Efficient Collapse Risk Assessment for Performance-Based Earthquake Engineering

    15 May 2014 | Publications | Contributor(s): Eduardo Miranda, Laura Eads, Helmut Krawinkler, Dimitrios Lignos

    Efficient Collapse Risk Assessment for Performance-Based Earthquake Engineering Assessing the probability of collapse is one of the most important components of performance-based earthquake...

    https://nees.org/resources/12387

  20. Equivalent Structural Damping of Drift-Sensitive Nonstructural Building Components

    15 May 2014 | Publications | Contributor(s): David Welch, Timothy Sullivan, Andre Filiatrault

    Equivalent Structural Damping of Drift-Sensitive Nonstructural Building Components The consideration of nonstructural damage in seismic engineering has increased over recent decades as a direct...

    https://nees.org/resources/11111