Buildings & Structures
Free Access Downloaded 0 times Technical Papers An Analytical Method to Reproduce Seismic Behavior of a Two-Story Cross-Laminated Timber Building at Large Deformation
Author(s) So Momose; Takafumi Nakagawa; Tokikatsu Namba; Hiroshi Isoda, M.ASCE Abstract Understanding the seismic resistance mechanisms and safety limits of cross-laminated timber (CLT) buildings and performing an accurate evaluation of their seismic...
Earthquake-Induced Failure Analysis of High-Rise Steel Buildings under Sequential Long-Duration Ground Motions
Author(s) Yongtao Bai; Shuyan Zheng; Liusheng He; Yuhang Wang Abstract This paper investigates the earthquake-induced failure of high-rise steel moment-resistant frame buildings subjected to sequential long-duration ground motions. A fiber-element model was...
Prediction of the Bending Strength of a Composite Steel Beam–Slab Member Filled with Recycled Concrete
Author(s) by Mohammed Chyad Liejy, Ahmed W. Al Zand, Azrul A. Mutalib, Ali A. Abdulhameed ORCID,A. B. M. A. Kaish, Wadhah M. Tawfeeq Shahrizan Baharom, Alyaa A. Al-Attar, Ammar N. Hanoon andZaher Mundher Yaseen Abstract This study investigated the structural...
Modifying the Sand Concrete with Recycled Tyre Polymer Fiber to Increase the Crack Resistance of Building Structures
Author(s) Svetlana V. Samchenko and Oksana A. Larsen Abstract Recently, the use of recycled tyre polymer fiber derived from waste tires as a concrete reinforcement has received a great deal of attention. The recycled tyre polymer fiber is a promising additive...
Determining the Reasonable Completed Bridge State of a Self-Anchored Suspension Bridge with a Spatial Cable System Based on Minimum Bending Strain Energy: An Analytical Algorithm
Author(s) Wen-ming Zhang, Ph.D.; Zhe-hong Zhang; Gen-min Tian; and Jia-qi Chang Abstract The main cable of a self-anchored suspension bridge (SSB) is directly anchored to the two ends of a stiffening girder, and the stiffening girder is therefore subjected to...
A State-of-the-Art Review on Axial Compressive Behavior of Concrete-Filled Steel Tubes Incorporating Steel Fiber and GFRP Jacketing
Author(s) Alireza Bahrami and S. M. Priok Rashid Abstract Several types of fibers have enhanced the structural response of reinforced concrete-filled steel tubes (CFSTs). This article presents a state-of-the-art review of studies done on the axial compressive...
Time-Domain Structural Damage and Loss Estimates for Wind Loads: Road to Resilience-Targeted and Smart Buildings Design
Author(s) Mihail Iancovici and George Bogdan Nica Abstract A time-domain wind-induced damage evaluation for the risk- and resilience-targeted design of building structures requires nonlinear dynamic analysis (NDA) solvers to handle long duration input loads....
Compound Effects of Sodium Chloride and Gypsum on the Compressive Strength and Sulfate Resistance of Slag-Based Geopolymer Concrete
Author(s) Wei He, Benxiao Li 1ORCID,Xia Meng and Quan Shen Abstract Based on compressive strength, sulfate resistance, mass change, and relative dynamic elastic modulus tests, and XRD and SEM analysis, the effects of sodium chloride (NaCl) and gypsum on the...
Experimental and Statistical Analysis of Repeated Impact Records of Hybrid Fiber-Reinforced High-Performance Concrete
Author(s) Sajjad H. Ali, Sallal R. Abid, Karrar Al-Lami, Angelo Savio Calabrese, Ahmed M. Yosri and Thaar S. Al-Ghasham Abstract The effect of fiber type and fiber hybridization on the repeated impact strength was investigated experimentally using six...